HomeMy WebLinkAbout42300006 - GR3 39 - 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: 2005547-12T
22 truss design(s)
76578-W1
08/27/2020
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 # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
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.
5x6
5x6
9
8 7
6
1
2
3
5
4
T1
T2
W1
W7
B1
W5
W6
W2
W3 W4
Scale =1:41.9
Plate Offsets(X,Y):[2:0-2-11,0-2-8], [5:Edge,0-1-12], [8:0-3-4,0-4-12]
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 0.57 Vert(LL)-0.11 7-8 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.22 7-8 >847 180
TCDL 10.0 RepStress Incr NO WB 0.89 Horz(CT)0.01 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:206 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x6SP2400F2.0E
WEBS 2x4SPFStud*Except*W5,W4:2x4SPF No.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor5-7-14ocpurlins,exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1Rowatmidpt 5-6REACTIONS(lb/size)6=4051/0-6-0,(min.0-1-14),9=3830/0-6-0,(min.0-1-13)
MaxHoriz9=210(LC12)
MaxUplift6=-741(LC12),9=-626(LC12)
MaxGrav6=4572(LC2),9=4326(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-3=-4592/661,3-10=-1870/262,4-10=-1769/280,4-5=-1793/307,2-9=-3648/553,5-6=-4530/739
BOTCHORD 9-11=-254/167,11-12=-254/167,8-12=-254/167,8-13=-752/4050,13-14=-752/4050,14-15=-752/4050,15-16=-752/4050,
7-16=-752/4050
WEBS 4-7=-178/1339,5-7=-661/4009,2-8=-530/4141,3-8=-318/2523,3-7=-2947/586
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 staggeredat0-9-0oc.
Webconnectedas follows:2x4-1rowat0-9-0oc.2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to
distributeonly loadsnotedas(F)or(B),unlessotherwise indicated.
3)Unbalancedroof live loadshavebeen considered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end vertical leftexposed;LumberDOL=1.60plategripDOL=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 capableofwithstanding626 lbupliftat joint9and741 lbupliftat joint6.
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)1088lbdownand163 lbupat2-0-12,1088 lbdownand163 lbupat
4-0-12,1088lbdownand163lbupat6-0-12,1088 lbdownand163 lbupat8-0-12,1088 lbdownand163lbupat10-0-12,and1088lbdownand163lbupat12-0-12,and1088 lbdownand163 lbupat14-0-12onbottom 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=-51,4-5=-51,6-9=-20
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
G01 1 22005547-12T CommonGirder JobReference(optional)
Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuAug2709:29:39 Page: 1
ID:chWP1CRTVq0aOUkMRXgi2XyV7sE-NxI08VaM3_K2r1FJEjSpqhSKtsCfGLFlFQHiCayjiKw
Continuedonpage 2
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
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=-965(B),12=-965(B),13=-965(B),14=-965(B),15=-965(B),16=-965(B),17=-965(B)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
G01 1 22005547-12T CommonGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.ThuAug2709:29:39 Page: 2
ID:chWP1CRTVq0aOUkMRXgi2XyV7sE-NxI08VaM3_K2r1FJEjSpqhSKtsCfGLFlFQHiCayjiKw
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
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
12 11 10 9
8
71
62
3 5
4
T1 T1
W1 W1
B1 B2
W2 W2
W5
W3 W4 W3W4
Scale =1:46
Plate Offsets(X,Y):[2:0-4-10,0-3-0], [6:0-4-10,0-3-0], [8:0-5-8,Edge], [9:0-3-4,0-4-12], [10:0-4-0,0-4-12], [12:0-3-4,0-4-12]
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 0.94 Vert(LL)-0.13 9-10 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.27 9-10 >999 180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.88 Horz(CT)0.04 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:299 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x6SP2400F2.0E
WEBS 2x4SPF No.2*Except*W1:2x6SPF No.2,W3:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)8=6445/0-6-0,(min.0-3-0),13=6983/0-6-0,(min.0-3-4)
MaxHoriz13=-161(LC10)
MaxUplift8=-1088(LC13),13=-1178(LC12)
MaxGrav8=7277(LC2),13=7883(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-3=-8346/1248,3-14=-6853/1054,4-14=-6770/1084,4-15=-6770/1084,5-15=-6853/1054,5-6=-8313/1243,
2-13=-6158/960,6-8=-6155/959
BOTCHORD 13-16=-217/620,16-17=-217/620,17-18=-217/620,12-18=-217/620,12-19=-1100/7382,11-19=-1100/7382,11-20=-1100/7382,10-20=-1100/7382,10-21=-1044/7353,21-22=-1044/7353,22-23=-1044/7353,9-23=-1044/7353,
9-24=-118/544,24-25=-118/544,8-25=-118/544
WEBS 2-12=-968/7117,6-9=-974/7157,4-10=-830/5682,3-12=-189/1497,3-10=-1766/386,5-9=-184/1458,5-10=-1728/381
NOTES
1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:
Top chords connectedasfollows:2x4-1rowat0-6-0oc,2x6-2rows staggeredat0-9-0oc.
Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc.
Webconnectedas follows:2x4-1rowat0-9-0oc.
2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to
distributeonly loadsnotedas(F)or(B),unlessotherwise indicated.
3)Unbalancedroof live loadshavebeen considered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
6)Unbalanced snow loadshavebeen considered for thisdesign.
7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads.
8)AllplatesareMT20platesunlessotherwise indicated.
9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1178 lbupliftat joint13and1088lbupliftat joint8.
11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1090lbdownand162 lbupat1-0-12,1088 lbdownand163 lbupat
2-11-4,1088 lbdownand163 lbupat4-11-4,1088lbdownand163lbupat6-11-4,1088 lbdownand163 lbupat8-11-4,1088 lbdownand163 lbupat10-11-4,1088lbdownand163 lbupat12-11-4,1088 lbdownand163 lbupat14-11-4,1088 lbdownand163lbupat16-11-4,1088 lbdownand163 lbupat18-11-4,and1088lbdown
and163 lbupat20-11-4,and1088 lbdownand163lbupat22-11-4onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers.
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
G02 1 22005547-12T CommonGirder JobReference(optional)
Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuAug2709:29:40 Page: 1
ID:wnqcrGngOL5HnDDVJpm7L2yV7wx-r7sOLrb_pISvTBqVoRz2Nu_OqGWW?oguU41Fl1yjiKv
Continuedonpage 2
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
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
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-4=-51,4-6=-51,6-7=-51,8-13=-20
ConcentratedLoads(lb)
Vert:11=-965(B),9=-965(B),16=-966(B),17=-965(B),18=-965(B),19=-965(B),20=-965(B),21=-965(B),22=-965(B),23=-965(B),24=-965(B),25=-965
(B)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
G02 1 22005547-12T CommonGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.ThuAug2709:29:40 Page: 2
ID:wnqcrGngOL5HnDDVJpm7L2yV7wx-r7sOLrb_pISvTBqVoRz2Nu_OqGWW?oguU41Fl1yjiKv
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
4x6
=4x4
4x6
16
15 14 13 12 11
10
1 9
2 8
3 7
4 6
5
T1 T1
W1 W1
B1
W2
ST2
ST1
ST2
ST1
Scale = 1:25
Plate Offsets(X,Y):[10:Edge,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.66 Vert(LL)0.09 12-13 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)-0.08 13 >999 180
TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.00 10 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:43 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 ceilingdirectlyappliedor9-6-8ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)10=419/0-4-0,(min.0-1-8),16=419/0-4-0,(min.0-1-8)
Max Horiz16=93(LC15)
Max Uplift10=-91(LC17),16=-91(LC16)
Max Grav10=498(LC24),16=498(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-316/550,3-17=-284/503,4-17=-246/512,4-5=-240/528,5-6=-240/528,6-18=-246/512,7-18=-284/503,
7-8=-316/550,2-16=-407/649,8-10=-407/649
BOT CHORD 15-16=-309/201,15-19=-309/201,19-20=-309/201,14-20=-309/201,13-14=-309/201,12-13=-309/201,12-21=-309/201,
21-22=-309/201,11-22=-309/201,10-11=-309/201
WEBS 5-13=-272/95
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-1-6-12 to1-5-4,Exterior(2N)1-5-4 to4-10-0, Corner(3R)4-10-0 to7-10-0,Exterior(2N)7-10-0 to11-2-12zone; cantileverleftandrightexposed ; endvertical left
andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Gable studs spacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding91 lbupliftat joint16and91 lbupliftat joint10.
11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
GE01 1 12005547-12T CommonStructuralGable Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:40 Page: 1
ID:vM7elJ0r6J8agd?MJVRtsUyV8Ht-r7sOLrb_pISvTBqVoRz2Nu_SDGb8?_9uU41Fl1yjiKv
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
19 12
10
9
81
2 7
63
5
4
T1 T1
W1
W6
B1
B2
B3
W4
W2
W3
W5
ST5
ST4
ST3
ST2
ST1
ST6
Scale = 1:47.4
Plate Offsets(X,Y):[9:Edge,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.57 Vert(LL)0.07 9-10 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.24 Vert(CT)-0.06 9-10 >999 180
TCDL 10.0 RepStress Incr YES WB 0.25 Horz(CT)-0.03 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:127 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud
WEBS 2x4SPFStud*Except*W3:2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing,Except:
10-0-0ocbracing:11-12,10-11,9-10.
WEBS 1 Rowatmidpt 4-13
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS Allbearings14-7-12.except9=0-4-0
(lb)-Max Horiz19=-159(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)12,18,19except9=-139(LC
17),11=-177(LC17),16=-261(LC16)
Max GravAllreactions250(lb)or lessat joint(s)12,14,15,17,18,19
except9=486(LC2),11=527(LC24),13=299(LC23),16=476
(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 4-5=-124/261,6-32=-231/356,7-32=-322/332,7-9=-409/347
BOT CHORD 5-11=-271/135
WEBS 6-11=-315/341,3-16=-431/282,4-13=-266/0
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-CExterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to12-6-0,Exterior(2R)12-6-0 to15-6-0, Interior(1)15-6-0 to25-10-12 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;porchrightexposed;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)Bearingat joint(s)11 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesignershouldverify capacityofbearingsurface.
11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)19,12,18except(jt=lb)11=176,9=138,16=260.
12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
GE02 1 12005547-12T RoofSpecialStructuralGable Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:40 Page: 1
ID:6mTGC4bjaFJHodrF00aeKczmAKq-r7sOLrb_pISvTBqVoRz2Nu_UeGc5?yUuU41Fl1yjiKv
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
30 16
151
142
133
124
115
106
97
8
W1
T1 T1
W1
B1 B2
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1
Scale = 1:47.5
Plate Offsets(X,Y):[24:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 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 0.16 Horiz(TL)0.00 16 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:142 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST7,ST6:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 8-23
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings28-0-0.
(lb)-Max Horiz30=-141(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)16,18,19,20,21,22,24,
25,26,27,28,30except17=-122(LC17),29=-126(LC16)
Max GravAllreactions250(lb)or lessat joint(s)16,17,18,19,20,21,
22,23,24,25,26,27,28,29,30
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 6-7=-109/290,7-8=-125/335,8-9=-125/335,9-10=-107/289
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-1-12 to3-1-12,Exterior(2N)3-1-12 to14-0-0, Corner(3R)14-0-0 to17-0-0,Exterior(2N)17-0-0 to27-10-4 zone;cantilever leftandrightexposed;end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
9)Gable studs spacedat2-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)30,16,24,25,26,27,28,22,21,20,19,18except(jt=lb)
29=126,17=122.
12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
GE03 2 12005547-12T CommonSupportedGable Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:41 Page: 1
ID:SNv_m1thuwwF0vHRjznRS9yV8NE-JJQnZBccacam4LPhM8VHw6Xmag_zkQ92ikmoHTyjiKu
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
31 18
171
2 16153
144
135
6 12
7 11
8 10
9
W1
T1 T1
W1
B1 B2
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1
Scale = 1:45.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 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 0.18 Horz(CT)0.00 18 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:137 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST7:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1 Rowatmidpt 9-24
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings25-0-0.
(lb)-Max Horiz31=-163(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)18,20,21,22,23,25,27,
28,29,31except19=-122(LC17),30=-124(LC16)
Max GravAllreactions250(lb)or lessat joint(s)18,19,20,21,22,23,24,25,27,28,29,30,31
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 7-8=-103/288,8-9=-120/335,9-10=-120/335,10-11=-103/288
WEBS 3-31=-266/233
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-0-10-12 to2-1-4,Exterior(2N)2-1-4 to12-6-0, Corner(3R)12-6-0 to15-6-0,Exterior(2N)15-6-0 to25-10-12 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Gablerequires continuousbottom chordbearing.
9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
10)Gable studs spacedat2-0-0oc.
11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)31,18,25,27,28,29,23,22,21,20except(jt=lb)30=124,
19=121.
13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
GE04 1 12005547-12T CommonSupportedGable Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:41 Page: 1
ID:H4J59iMnTCzZp3L83NVp4ayV8Mc-JJQnZBccacam4LPhM8VHw6Xlog?8kQq2ikmoHTyjiKu
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
4x6
4x6
1.5x4
=4x4
4x6
4x6
8
7
6
1 5
2 4
3
T1 T1
W1 W1
B1
W2
Scale = 1:27.7
Plate Offsets(X,Y):[6:Edge,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)0.11 6-7 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.10 7 >999 180
TCDL 10.0 RepStress Incr YES WB 0.07 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:34 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=419/0-4-0,(min.0-1-8),8=419/0-4-0,(min.0-1-8)
Max Horiz8=93(LC15)
Max Uplift6=-91(LC17),8=-91(LC16)
Max Grav6=498(LC24),8=498(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-9=-320/423,9-10=-272/428,3-10=-240/443,3-11=-240/443,11-12=-272/427,4-12=-320/423,2-8=-421/453,4-6=-421/453
BOT CHORD 8-13=-266/197,13-14=-266/197,7-14=-266/197,7-15=-266/197,15-16=-266/197,6-16=-266/197
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)-1-6-12 to1-5-4, Interior(1)1-5-4 to4-10-0,Exterior(2R)4-10-0 to7-10-0, Interior(1)7-10-0 to11-2-12 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding91 lbupliftat joint8and91 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-Gramercy-3Lot39
T01 1 12005547-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:41 Page: 1
ID:nOri88BtUoT0yx88a5PA?DyV7z?-JJQnZBccacam4LPhM8VHw6Xfrgx0kRY2ikmoHTyjiKu
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
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.
15
14 13
12
11 10
9
1 8
2 7
6
3
5
4
T1 T1
W1
W10
B1
B2
B3W7
W6
W8
W5
W9W4
W2
W3
Scale = 1:47.4
Plate Offsets(X,Y):[2:0-2-15,0-2-0], [11:0-2-12,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.48 Vert(LL)0.02 10-11 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)-0.07 14-15 >999 180
TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.00 12 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:124 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud
WEBS 2x4SPFStud*Except*W6,W5,W4:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor4-10-9ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=269/0-4-0,(min.0-1-8),12=1060/0-6-0,(min.0-1-14),
15=512/0-6-0,(min.0-1-8)
Max Horiz15=-159(LC14)
Max Uplift9=-104(LC17),12=-97(LC17),15=-128(LC16)
Max Grav9=311(LC37),12=1198(LC2),15=616(LC36)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-16=-551/108,3-16=-412/131,4-5=-52/290,5-19=-108/305,2-15=-561/158,7-9=-266/209
BOT CHORD 13-14=-121/429,11-12=-1184/615,5-11=-288/141
WEBS 4-11=-738/243,6-11=-340/367,4-13=-93/377,3-13=-435/179,2-14=-21/405
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-CExterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to12-6-0,Exterior(2R)12-6-0 to15-5-1, Interior(1)15-5-1 to25-10-12 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;porchrightexposed;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 tobearingplatecapableofwithstanding128 lbupliftatjoint15,97 lbupliftat joint12and104 lbupliftat joint9.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
T02 4 12005547-12T RoofSpecial Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:41 Page: 1
ID:GO?N3wpUEm0eBx67d0KM6ByV7yB-JJQnZBccacam4LPhM8VHw6XgogxDkHO2ikmoHTyjiKu
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
3x4 3x4
11
10 9 8 7
6
51
42
3
T1 T1
W1 W1
B1 B2
W2 W2
W3 W4
W5
W4 W3
Scale = 1:49.2
Plate Offsets(X,Y):[1:Edge,0-1-12], [5:Edge,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.58 Vert(LL)-0.07 10-11 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.15 6-7 >999 180
TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.03 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:124 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W4,W5:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-15ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 2-8,4-8
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=981/Mechanical,(min.0-1-8),11=981/Mechanical,(min.
0-1-8)
Max Horiz11=-122(LC17)
Max Uplift6=-151(LC17),11=-151(LC16)
Max Grav6=1108(LC2),11=1108(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-12=-1505/222,2-12=-1420/244,2-13=-1165/242,13-14=-1064/258,3-14=-1062/274,3-15=-1062/274,
15-16=-1064/258,4-16=-1165/242,4-17=-1420/244,5-17=-1505/222,1-11=-1040/199,5-6=-1040/199
BOT CHORD 9-10=-231/1270,8-9=-231/1270,7-8=-141/1270
WEBS 1-10=-117/1158,5-7=-117/1158,2-8=-443/208,3-8=-74/598,4-8=-443/208
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to14-0-0,Exterior(2R)14-0-0 to17-0-0, Interior(1)17-0-0 to27-10-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=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 tobearingplatecapableofwithstanding151 lbupliftatjoint11and151lbupliftat 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-Gramercy-3Lot39
T03 12 12005547-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:41 Page: 1
ID:tk25QxJObNymrgyhuiKB0LyV8Ew-JJQnZBccacam4LPhM8VHw6XeBguRkLs2ikmoHTyjiKu
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
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
12 11 10 9
8
71
62
3 5
4
T1 T1
W1 W1
B1 B2
W2 W2
W3 W4
W5
W4 W3
Scale = 1:45.4
Plate Offsets(X,Y):[2:0-1-0,0-1-12], [6:0-1-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)-0.04 12-13 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)-0.09 12-13 >999 180
TCDL 10.0 RepStress Incr YES WB 0.39 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:119 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W4,W5:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-3-2ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=928/0-6-0,(min.0-1-10),13=928/0-6-0,(min.0-1-10)
Max Horiz13=-163(LC14)
Max Uplift8=-157(LC17),13=-157(LC16)
Max Grav8=1051(LC2),13=1051(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-14=-1136/201,3-14=-1058/224,3-15=-941/237,15-16=-858/251,4-16=-850/267,4-17=-850/267,17-18=-858/251,5-18=-941/237,5-19=-1058/224,6-19=-1136/201,2-13=-992/251,6-8=-992/251
BOT CHORD 11-12=-152/946,10-11=-152/946,9-10=-133/946
WEBS 2-12=-104/918,6-9=-104/918,3-10=-298/168,4-10=-73/464,5-10=-298/168
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-CExterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to12-6-0,Exterior(2R)12-6-0 to15-6-0, Interior(1)15-6-0 to25-10-12 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding157 lbupliftatjoint13and157lbupliftat joint8.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
T04 9 12005547-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:42 Page: 1
ID:GZLghH4UMx8dfTDTcWP76wyV8A3-nW_9mXcELvidiV_uws0WSJ3ri4GNTppBxOWMpvyjiKt
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
1 7
62
53
4
T1 T1
B1 B2
ST3
ST2
ST1
ST2
ST1
Scale = 1:44.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL)0.00 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:78 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings25-2-1.
(lb)-Max Horiz1=-108(LC17)
Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-121(LC17),
9=-116(LC17),12=-116(LC16),13=-122(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,7except8=386(LC
36),9=369(LC23),10=386(LC2),12=369(LC22),13=386
(LC35)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 4-10=-299/3,3-12=-300/168,2-13=-263/154,5-9=-300/167,6-8=-263/154
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to12-7-8,Exterior(2R)12-7-8 to15-7-8, Interior(1)15-7-8 to25-2-9zone;cantilever leftandrightexposed ; end vertical 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)Allplatesare1.5x4MT20unlessotherwise indicated.
6)Gablerequires continuousbottom chordbearing.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,7except(jt=lb)12=115,13=121,9=116,8=120.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V01 1 12005547-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:42 Page: 1
ID:8PpmumYKZQCiR9SVqaKtX9yV8Ox-nW_9mXcELvidiV_uws0WSJ3vm4JpTsIBxOWMpvyjiKt
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
1 7
62
53
4
T1 T1
B1 B2
ST3
ST2
ST1
ST2
ST1
Scale = 1:38.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.00 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:63 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings21-2-1.
(lb)-Max Horiz1=-91(LC21)
Max UpliftAlluplift100(lb)or lessat joint(s)1,8,13except9=-125(LC
17),11=-125(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,7except8=289(LC
2),9=394(LC23),10=282(LC2),11=394(LC22),13=289
(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 3-11=-313/173,5-9=-313/173
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to10-7-8,Exterior(2R)10-7-8 to13-7-8, Interior(1)13-7-8 to21-2-9zone;cantilever leftandrightexposed ; end vertical 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)Allplatesare1.5x4MT20unlessotherwise indicated.
6)Gablerequires continuousbottom chordbearing.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,13,8except(jt=lb)11=124,9=124.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V02 1 12005547-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:42 Page: 1
ID:ccN955ZyJkKZ3J0hOIr64NyV8Ow-nW_9mXcELvidiV_uws0WSJ3vv4KuTuBBxOWMpvyjiKt
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=4x4
1.5x4
1 5
42
3
T1 T1
B1 B2
ST2
ST1 ST1
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 0.25 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:48 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings17-2-1.
(lb)-MaxHoriz1=73(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-137(LC17),
9=-138(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=443(LC23),7=379(LC2),9=443(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 3-7=-320/73,2-9=-332/190,4-6=-332/189
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to8-7-8,Exterior(2R)8-7-8 to11-7-8, Interior(1)11-7-8 to17-2-9 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)9=138,6=137.
8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V03 1 12005547-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuAug2709:29:42 Page: 1
ID:ccN955ZyJkKZ3J0hOIr64NyV8Ow-nW_9mXcELvidiV_uws0WSJ3v74J6Tu1BxOWMpvyjiKt
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=4x4
1 5
42
3
T1 T1
B1
ST2
ST1 ST1
Scale =1:26.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:35 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings13-2-1.
(lb)-MaxHoriz1=56(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-107(LC17),
8=-108(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=371(LC23),7=295(LC2),8=371(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 2-8=-314/210,4-6=-314/210
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to6-7-8,Exterior(2R)6-7-8 to9-7-8, Interior(1)9-7-8 to13-2-9 zone; cantilever leftandrightexposed ;end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=108,6=107.
8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V04 1 12005547-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuAug2709:29:43 Page: 1
ID:ccN955ZyJkKZ3J0hOIr64NyV8Ow-FiYX_tds6DqUKfY4TZXl?Xc4eTgzCK2LA2FvLMyjiKs
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
6 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:20.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:23 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor9-3-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=40/9-2-1,(min.0-1-8),3=40/9-2-1,(min.0-1-8),4=570/9-2-1,
(min.0-1-8)
Max Horiz1=38(LC20)
Max Uplift1=-15(LC23),3=-18(LC17),4=-85(LC16)
Max Grav1=98(LC22),3=98(LC23),4=645(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-9=-180/265,9-10=-171/302,2-10=-170/336,2-11=-162/336,11-12=-162/302,3-12=-172/265
BOT CHORD 1-4=-270/232,3-4=-270/232
WEBS 2-4=-465/298
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-CExterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to4-7-8,Exterior(2R)4-7-8 to7-7-8, Interior(1)7-7-8 to9-2-9 zone; cantilever leftandrightexposed ; end vertical leftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint1,18 lbupliftatjoint3and85 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V05 1 12005547-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:43 Page: 1
ID:4oxXIRaa42SQhTbty?MLcayV8Ov-FiYX_tds6DqUKfY4TZXl?Xc3FTdJCKRLA2FvLMyjiKs
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
6 12
=3x4
1 3
2
T1 T1
B1
Scale = 1:17.8
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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:11 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-3-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=183/5-2-1,(min.0-1-8),3=183/5-2-1,(min.0-1-8)
Max Horiz1=-20(LC21)
Max Uplift1=-30(LC16),3=-30(LC17)
Max Grav1=209(LC22),3=209(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-378/264
BOT CHORD 1-3=-236/330
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=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding30 lbupliftat joint1and30 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V06 1 12005547-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:43 Page: 1
ID:Gqj1_fef2HavX7BLjnBQR9zmAOe-FiYX_tds6DqUKfY4TZXl?Xc56TfBCL8LA2FvLMyjiKs
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
1 7
2 6
3 5
4
T1 T1
B1 B2
ST3
ST2
ST1
ST2
ST1
Scale = 1:42.3
Plate Offsets(X,Y):[12:0-2-0,0-1-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.00 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:73 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings23-8-1.
(lb)-Max Horiz1=102(LC16)
Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-106(LC17),
9=-120(LC17),11=-120(LC16),13=-107(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,7except8=345(LC2),9=381(LC23),10=337(LC2),11=381(LC22),13=345
(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 4-10=-253/0,3-11=-307/171,5-9=-307/171
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to11-10-8,Exterior(2R)11-10-8to14-10-8, Interior(1)14-10-8 to23-8-9 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)Allplatesare1.5x4MT20unlessotherwise indicated.
6)Gablerequires continuousbottom chordbearing.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)11=120,13=106,9=120,8=105.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V07 1 12005547-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:43 Page: 1
ID:8PpmumYKZQCiR9SVqaKtX9yV8Ox-FiYX_tds6DqUKfY4TZXl?Xc4VTgqCJULA2FvLMyjiKs
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=4x4
1.5x4
1 5
42
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale =1:35.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.20 Horiz(TL)0.00 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:56 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings19-8-1.
(lb)-MaxHoriz1=-84(LC17)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-162(LC17),
9=-163(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=509(LC23),7=448(LC2),9=509(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-14=-145/266,14-15=-96/269,2-15=-85/345,3-16=0/306,3-17=0/306,4-18=-69/345,18-19=-81/269,5-19=-92/266
WEBS 3-7=-414/72,2-9=-369/197,4-6=-369/197
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to9-10-8,Exterior(2R)9-10-8 to12-10-8, Interior(1)12-10-8 to19-8-9 zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;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)5except(jt=lb)9=162,6=161.
8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V08 1 12005547-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuAug2709:29:43 Page: 1
ID:gDFOgQYho73rq?tIHtpe_yyV8Oy-FiYX_tds6DqUKfY4TZXl?Xc2STeoCI0LA2FvLMyjiKs
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale =1:29.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:43 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings15-8-1.
(lb)-MaxHoriz1=67(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-124(LC17),
8=-125(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=410(LC23),7=343(LC2),8=410(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 3-7=-272/75,2-8=-317/189,4-6=-317/189
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to7-10-8,Exterior(2R)7-10-8 to10-10-8, Interior(1)10-10-8 to15-8-9 zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=125,6=124.
8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V09 1 12005547-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuAug2709:29:43 Page: 1
ID:gDFOgQYho73rq?tIHtpe_yyV8Oy-FiYX_tds6DqUKfY4TZXl?Xc4LTg7CKkLA2FvLMyjiKs
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=4x4
1 3
2
T1 T1
B1
ST1
Scale =1:23.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 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-MP
BCDL 10.0 Weight:29 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=9/11-8-1,(min.0-1-8),3=9/11-8-1,(min.0-1-8),
4=808/11-8-1,(min.0-1-8)
MaxHoriz1=-49(LC17)
MaxUplift1=-59(LC23),3=-59(LC22),4=-132(LC16)
Max Grav1=67(LC35),3=67(LC36),4=914(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-9=-250/473,2-9=-235/537,2-10=-232/537,3-10=-247/469
BOTCHORD 1-4=-440/302,3-4=-440/302
WEBS 2-4=-698/378
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to5-10-8,Exterior(2R)5-10-8 to8-10-8, Interior(1)8-10-8 to11-8-9 zone;cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding59 lbupliftatjoint1,59lbupliftat joint3and132lbupliftat joint4.
8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V10 1 12005547-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuAug2709:29:44 Page: 1
ID:C1h0T4X31px?CsI6j9HPSkyV8Oz-ju6vBDeUtXyLxp7G1H2_Xk9APtxDxmaUOi?TuoyjiKr
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
6 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:19.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 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
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor7-9-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=49/7-8-1,(min.0-1-8),3=49/7-8-1,(min.0-1-8),4=445/7-8-1,
(min.0-1-8)
Max Horiz1=-31(LC17)
Max Uplift1=-13(LC16),3=-19(LC17),4=-63(LC16)
Max Grav1=95(LC22),3=95(LC23),4=503(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-344/245
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-CExterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to3-10-8,Exterior(2R)3-10-8 to6-10-8, Interior(1)6-10-8 to7-8-9zone; cantileverleftandrightexposed ; endvertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding13 lbupliftat joint1,19 lbupliftatjoint3and63 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V11 1 12005547-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:44 Page: 1
ID:C1h0T4X31px?CsI6j9HPSkyV8Oz-ju6vBDeUtXyLxp7G1H2_Xk9Git?yxn9UOi?TuoyjiKr
DE Job # 76578-W1
Dansco Engineering, LLC
Date: 08/27/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
6 12
=3x4
1 3
2
T1 T1
B1
Scale = 1:17.3
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 0.09 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 sheathingdirectlyappliedor3-9-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=130/3-8-1,(min.0-1-8),3=130/3-8-1,(min.0-1-8)
Max Horiz1=-14(LC17)
Max Uplift1=-21(LC16),3=-21(LC17)
Max Grav1=147(LC2),3=147(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=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding21 lbupliftat joint1and21 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot39
V12 1 12005547-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuAug2709:29:44 Page: 1
ID:C1h0T4X31px?CsI6j9HPSkyV8Oz-ju6vBDeUtXyLxp7G1H2_Xk9HHt0MxoOUOi?TuoyjiKr