HomeMy WebLinkAbout42300011 - GR3 44 - 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: 2004967-12T
31 truss design(s)
73652-W1
04/08/2020
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 # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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.
4x8 4x8
10
9 8 7
6
51
42
3
T1 T1
W1 W1
B1 B1
W3 W4
W5
W4 W3
W2 W2
Scale =1:36.6
Plate Offsets(X,Y):[4:0-0-0,0-0-0], [5:0-0-0,0-0-0], [6:Edge,0-2-0], [7:0-3-8,0-4-4], [8:0-4-0,0-4-8], [9:0-3-8,0-4-4]
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 0.24 Vert(LL)-0.05 8-9 >999 240 MT20 197/144
Snow(Pf/Pg) 15.4/20.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.10 7-8 >999 180
TCDL 10.0 RepStress Incr NO WB 0.69 Horz(CT)0.02 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:198 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x6SPF No.2WEBS2x4SPFStud*Except*W1:2x6SPFNo.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)6=3681/0-6-0,(min.0-3-2),10=3428/0-6-0,(min.0-2-15)
MaxHoriz10=-193(LC35)
MaxUplift6=-566(LC13),10=-516(LC12)
MaxGrav6=3991(LC2),10=3715(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-4211/594,2-11=-3202/497,3-11=-3188/526,3-12=-3188/526,4-12=-3203/497,4-5=-4224/598,1-10=-3067/453,
5-6=-3070/453
BOTCHORD 10-13=-240/648,13-14=-240/648,9-14=-240/648,9-15=-507/3376,15-16=-507/3376,8-16=-507/3376,8-17=-435/3384,
17-18=-435/3384,18-19=-435/3384,7-19=-435/3384,7-20=-112/587,20-21=-112/587,6-21=-112/587
WEBS 2-9=-124/1030,2-8=-1060/275,3-8=-475/3202,4-8=-1071/278,4-7=-128/1043,1-9=-360/2948,5-7=-358/2931
NOTES
1) 2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:
Top chords connectedasfollows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc.
Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc.
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 fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding516 lbupliftat joint10and566lbupliftat joint6.
9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)688 lbdownand98 lbupat1-6-12,688 lbdownand98 lbupat3-6-12,
688 lbdownand98 lbupat5-6-12,688lbdownand98 lbupat7-6-12,688 lbdownand98 lbupat9-6-12,688lbdownand98 lbupat11-6-12,688 lbdownand98lbup
at13-6-12,and688 lbdownand98lbupat15-6-12,and756 lbdownand119 lbupat17-6-12onbottom chord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers.
LOAD CASE(S)Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
G01 1 22004967-12T CommonGirder JobReference(optional)
Run:8.4 S 0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:36 Page: 1
ID:QoPRQyZgDhnSpyIinKS6iYySXEo-0GnMni4cIDEavWblmdW6yJ01SEOSABB?786O17zSqwD
Continuedonpage 2
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Vert:1-3=-51,3-5=-51,6-10=-20
ConcentratedLoads(lb)
Vert:13=-642(B),14=-642(B),15=-642(B),16=-642(B),17=-642(B),18=-642(B),19=-642(B),20=-642(B),21=-699(B)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
G01 1 22004967-12T CommonGirder Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTek Industries, Inc.WedApr0809:17:36 Page: 2
ID:QoPRQyZgDhnSpyIinKS6iYySXEo-0GnMni4cIDEavWblmdW6yJ01SEOSABB?786O17zSqwD
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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.
4x8 4x8
10
9 8 7
6
51
42
3
T1 T1
W1 W1
B1 B1
W3 W4
W5
W4 W3
W2 W2
Scale =1:36.6
Plate Offsets(X,Y):[4:0-0-0,0-0-0], [5:0-0-0,0-0-0], [6:Edge,0-2-0], [7:0-3-8,0-4-8], [8:0-4-0,0-4-8], [9:0-3-8,0-4-8]
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 0.26 Vert(LL)-0.06 7-8 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.12 7-8 >999 180
TCDL 10.0 RepStress Incr NO WB 0.79 Horz(CT)0.02 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:198 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x6SPF No.2WEBS2x4SPFStud*Except*W1:2x6SPFNo.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor5-7-9ocpurlins,exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)6=4074/0-6-0,(min.0-3-8),10=3842/0-6-0,(min.0-3-5)
MaxHoriz10=-193(LC8)
MaxUplift6=-616(LC13),10=-582(LC12)
MaxGrav6=4486(LC2),10=4232(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-4794/668,2-11=-3641/552,3-11=-3626/582,3-12=-3627/582,4-12=-3642/552,4-5=-4798/668,1-10=-3482/505,
5-6=-3481/505
BOTCHORD 10-13=-250/719,13-14=-250/719,9-14=-250/719,9-15=-567/3848,15-16=-567/3848,8-16=-567/3848,8-17=-493/3849,
17-18=-493/3849,18-19=-493/3849,7-19=-493/3849,7-20=-117/651,20-21=-117/651,6-21=-117/651
WEBS 2-9=-147/1209,2-8=-1202/293,3-8=-536/3684,4-8=-1204/293,4-7=-147/1211,1-9=-412/3365,5-7=-413/3352
NOTES
1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:
Top chords connectedasfollows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc.
Bottom chords connectedas follows:2x6-2rows staggeredat0-7-0oc.
Webconnectedas follows:2x4-1rowat0-9-0oc.
2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to
distributeonly loadsnotedas(F)or(B),unlessotherwise indicated.
3)Unbalancedroof live loadshavebeen considered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
6)Unbalanced snow loadshavebeen considered for thisdesign.
7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding582 lbupliftat joint10and616lbupliftat joint6.
9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)807 lbdownand114 lbupat1-6-12,808 lbdownand113 lbupat3-6-12,
808 lbdownand113lbupat5-6-12,808 lbdownand113 lbupat7-6-12,808lbdownand113 lbupat9-6-12,808 lbdownand113 lbupat11-6-12,808 lbdownand113
lbupat13-6-12,and808 lbdownand113 lbupat15-6-12,and810 lbdownand112 lbupat17-6-12onbottomchord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers.
LOAD CASE(S)Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
G02 1 22004967-12T CommonGirder JobReference(optional)
Run:8.4 S 0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:37 Page: 1
ID:bj9tQ9JZckbfFU2dPLZeDdySXDq-USKk?25E3XMRXgAxKL1LUWYAteiBvcp8LosyZazSqwC
Continuedonpage 2
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Vert:1-3=-51,3-5=-51,6-10=-20
ConcentratedLoads(lb)
Vert:13=-737(F),14=-737(F),15=-737(F),16=-737(F),17=-737(F),18=-737(F),19=-737(F),20=-737(F),21=-740(F)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
G02 1 22004967-12T CommonGirder Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTek Industries, Inc.WedApr0809:17:37 Page: 2
ID:bj9tQ9JZckbfFU2dPLZeDdySXDq-USKk?25E3XMRXgAxKL1LUWYAteiBvcp8LosyZazSqwC
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
2x4
3x5
=4x4
=8x8
3x5
2x4
8
7
6
51
42
3
T1 T1
W1 W1
B1
W3
W2 W2
Scale = 1:31.7
Plate Offsets(X,Y):[7:0-4-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.61 Vert(LL)-0.04 6-7 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.09 6-7 >999 180
TCDL 10.0 RepStress Incr NO WB 0.47 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:136 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x6SP2400F2.0E
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)6=2436/0-6-0,(min.0-1-8),8=2186/0-6-0,(min.0-1-8)
Max Horiz8=-171(LC10)
Max Uplift6=-382(LC13),8=-344(LC12)
Max Grav6=2688(LC2),8=2415(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-9=-2318/324,3-9=-2237/347,3-10=-2237/347,4-10=-2318/324,2-8=-1908/306,4-6=-1908/306
WEBS 3-7=-248/2171,2-7=-217/1909,4-7=-217/1909
NOTES
1)2-ply truss tobe connected togetherwith10d(0.131"x3")nailsas follows:
Top chords connectedas follows:2x4-1rowat0-9-0oc.
Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc.Web connectedas follows:2x4-1rowat0-9-0oc.
2)All loadsare consideredequallyapplied toallplies,exceptifnotedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to
distributeonly loadsnotedas(F)or(B),unlessotherwise indicated.
3)Unbalancedrooflive 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 vertical leftandrightexposed;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; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
6)Unbalanced snow loadshavebeen considered for thisdesign.
7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding344 lbupliftatjoint8and382 lbupliftat joint6.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)808 lbdownand113 lbupat2-4-12,808 lbdownand113 lbupat4-4-12,808lbdownand113lbupat6-4-12,and808 lbdownand113 lbupat8-4-12,and808 lbdownand113 lbupat10-4-12onbottom chord.Thedesign/selectionofsuch
connectiondevice(s) is theresponsibilityofothers.
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-3=-51,3-4=-51,4-5=-51,6-8=-20
ConcentratedLoads(lb)
Vert:11=-737(B),12=-737(B),13=-737(B),14=-737(B),15=-737(B)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
G03 1 22004967-12T Common Girder Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:37 Page: 1
ID:By20VZvgJUer?sjrDQQu9lySXD4-USKk?25E3XMRXgAxKL1LUWY5Qeo?vhu8LosyZazSqwC
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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.
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
G03 1 22004967-12T CommonGirder Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTek Industries, Inc.WedApr0809:17:37 Page: 2
ID:By20VZvgJUer?sjrDQQu9lySXD4-USKk?25E3XMRXgAxKL1LUWY5Qeo?vhu8LosyZazSqwC
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
25 14
1 13
122
113
104
95
6 8
7
W1
T1 T1
W1
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
Scale = 1:39
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/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(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.29 Horz(CT)0.00 14 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:93 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings18-0-0.
(lb)-Max Horiz25=-226(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)16,17,18,20,21,23except
14=-201(LC13),15=-195(LC12),24=-214(LC13),25=-226(LC12)
Max GravAllreactions250(lb)or lessat joint(s)14,16,17,18,19,20,21,23except15=269(LC15),24=290(LC14),25=253(LC
15)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 6-7=-144/313,7-8=-144/313
WEBS 7-19=-266/64
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 to9-0-0, Corner(3R)9-0-0 to12-0-0,Exterior(2N)12-0-0 to18-10-12 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;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 consultqualifiedbuildingdesignerasperANSI/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)20,21,23,18,17,16except(jt=lb)25=225,14=200,
24=214,15=194.
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-3Lot44
GE01 1 12004967-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:37 Page: 1
ID:3reQNbbh47UlR5O0S5nZCBySXZQ-USKk?25E3XMRXgAxKL1LUWYBleskvkf8LosyZazSqwC
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
24 13
1
122
113
104
5 9
6 8
7
W1
T1 T2
W1
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
Scale = 1:39
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/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 0.11 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.28 Horz(CT) 0.00 13 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:92 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings18-0-0.
(lb)-Max Horiz24=220(LC13)
Max UpliftAlluplift100(lb)or lessat joint(s)15,16,17,19,20,22except
13=-199(LC15),14=-183(LC12),23=-228(LC13),24=-223(LC12)
Max GravAllreactions250(lb)or lessat joint(s)13,15,16,17,18,19,20,22except14=275(LC15),23=287(LC14),24=262(LC
31)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 6-7=-144/302,7-8=-144/302
WEBS 7-18=-254/63
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 to9-0-0, Corner(3R)9-0-0 to12-0-0,Exterior(2N)12-0-0 to17-10-4 zone; cantilever leftandrightexposed ;end verticalleftandrightexposed;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 consultqualifiedbuildingdesignerasperANSI/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)19,20,22,17,16,15except(jt=lb)24=223,13=198,
23=227,14=182.
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-3Lot44
GE02 1 12004967-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:38 Page: 1
ID:QpSJQJfqvf61YtHzFfMkvEySXZL-yfu7CO6sqqUH9qk8t2Ya1k5MY1C0eB6IaSbV50zSqwB
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
27 16
151
142133
124
115
106
97
8
W1
T1 T1
W1
B1 B2
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
Scale = 1:43.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 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 0.18 Horz(CT) 0.00 16 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:114 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST6:2x4SPF No.2
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1 Rowatmidpt 8-21
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings21-0-0.
(lb)-Max Horiz27=-253(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)16,18,19,20,22,23,25
except17=-143(LC17),26=-147(LC16),27=-118(LC12)
Max GravAllreactions250(lb)or lessat joint(s)16,18,19,20,21,22,
23,25,27except17=266(LC31),26=276(LC30)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-27=-252/216,6-7=-153/282,7-8=-187/342,8-9=-187/342,9-10=-154/282
WEBS 8-21=-303/109,3-27=-342/301,13-16=-304/263
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 to10-6-0, Corner(3R)10-6-0 to13-6-0,Exterior(2N)13-6-0 to21-10-12 zone; cantilever leftandrightexposed ; end vertical
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 consultqualifiedbuildingdesignerasperANSI/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)16,22,23,25,20,19,18except(jt=lb)27=117,26=147,
17=142.
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-3Lot44
GE03 1 12004967-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:38 Page: 1
ID:FypahMjbUVsBGok7bvT88VySXZF-yfu7CO6sqqUH9qk8t2Ya1k5Nv1COeDZIaSbV50zSqwB
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
26 15
14
1 13212
3 11
4 10
5 9
6 8
7
W1
T1 T2
W1
B1 B2
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
Scale = 1:43.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 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 0.18 Horz(CT)0.00 15 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:113 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST6:2x4SPF No.2
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1 Rowatmidpt 7-20
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings21-0-0.
(lb)-Max Horiz26=-246(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)15,17,18,19,21,22,24
except16=-146(LC17),25=-142(LC16),26=-120(LC12)
Max GravAllreactions250(lb)or lessat joint(s)15,17,18,19,20,21,
22,24,26except16=258(LC31),25=288(LC30)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 5-6=-159/275,6-7=-192/335,7-8=-192/335,8-9=-159/275
WEBS 7-20=-295/114,2-26=-327/301,12-15=-310/252
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-1-12 to3-1-12,Exterior(2N)3-1-12 to10-6-0, Corner(3R)10-6-0 to13-6-0,Exterior(2N)13-6-0 to21-10-12 zone; cantilever leftandrightexposed ; end vertical
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 consultqualifiedbuildingdesignerasperANSI/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)15,21,22,24,19,18,17except(jt=lb)26=120,25=142,
16=145.
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-3Lot44
GE04 1 12004967-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:38 Page: 1
ID:NifxhgnfF3W5dvGc1OkZ07zc3UV-yfu7CO6sqqUH9qk8t2Ya1k5N51CMeDZIaSbV50zSqwB
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
=4x4
2x4
16 10
91
82
73
64
5
W1
T1 T1
W1
B1
ST3
ST2
ST1
ST2
ST1
Scale = 1:30.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.12 Horz(CT)0.00 10 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:56 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings12-0-0.
(lb)-Max Horiz16=-174(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)10,12,14,16except
11=-102(LC17),15=-103(LC16)
Max GravAllreactions250(lb)or lessat joint(s)10,11,12,13,14,15,16
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 4-5=-118/266,5-6=-118/266
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-CCorner(3E)-0-10-12 to2-0-0,Exterior(2N)2-0-0 to6-0-0, Corner(3R)6-0-0 to9-0-0,Exterior(2N)9-0-0 to12-10-12 zone; cantilever leftandrightexposed ; end vertical left
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)16,10,14,12except(jt=lb)15=102,11=101.
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-3Lot44
GE05 1 12004967-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:38 Page: 1
ID:0VIcM5qccyt2D0Lg3bc0TBySXZ7-yfu7CO6sqqUH9qk8t2Ya1k5Nb1CTeEcIaSbV50zSqwB
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
25 14
1 13
2 12
3 11
4 10
5 9
6 8
7
W1
T1 T1
W1
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
Scale = 1:39
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 15 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:82 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings19-9-8.
(lb)-Max Horiz24=28(LC16)
Max UpliftAlluplift100(lb)or lessat joint(s)16,17,18,20,21,23except
15=-149(LC13),24=-149(LC12)
Max GravAllreactions250(lb)or lessat joint(s)16,17,18,19,20,21,
23except15=423(LC37),24=423(LC36)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-1-1-2 to1-10-14,Exterior(2N)1-10-14 to10-3-8, Corner(3R)10-3-8 to13-3-8,Exterior(2N)13-3-8 to21-8-2 zone; cantilever leftandrightexposed ; end vertical
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 consultqualifiedbuildingdesignerasperANSI/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)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)20,21,23,18,17,16except(jt=lb)24=148,15=149.
12)NonStandardbearing condition.Reviewrequired.
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-3Lot44
GE06 1 12004967-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:39 Page: 1
ID:4wl7frQL3025cYb4RN?VyXySXYM-yfu7CO6sqqUH9qk8t2Ya1k5Lw1AIeE5IaSbV50zSqwB
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
9
8
7
6
51
42
3
T1 T2
W1 W1
B1 B1
W4
W3W3W2 W2
Scale = 1:38.8
Plate Offsets(X,Y):[8:0-4-0,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)-0.12 8-9 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.65 Vert(CT)-0.25 8-9 >848 180
TCDL 10.0 RepStress Incr YES WB 0.52 Horz(CT)0.02 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:84 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)7=681/0-6-0,(min.0-1-8),9=625/0-6-0,(min.0-1-8)
Max Horiz9=-220(LC12)
Max Uplift7=-109(LC17),9=-87(LC16)
Max Grav7=773(LC2),9=706(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-11=-629/132,11-12=-614/132,3-12=-548/159,3-13=-548/158,13-14=-579/131,4-14=-628/131,5-7=-263/121
BOT CHORD 8-9=-106/609,7-8=-56/537
WEBS 3-8=-63/406,2-9=-655/119,4-7=-642/83
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-0-0,Exterior(2R)9-0-0 to12-0-0, Interior(1)12-0-0 to18-10-12 zone; cantilever leftandrightexposed ; end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)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 tobearingplatecapableofwithstanding87 lbupliftat joint9and109 lbupliftat joint7.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
T01 2 12004967-12T Common Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:39 Page: 1
ID:8p9oozblXdxzvsEzp1m03hySXY7-QrSVPk7Ub8c8m_JKRm3paxeVDRPsNabRp6L2eSzSqwA
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
3x5
=3x8
5x10
=3x6
=3x8
3x5
13 12 8 7
6
11 10 9
51
42
3
T1 T2
W1 W1
B1 B1
B2
B3
B2
W5
W4W4
W2 W2
W3 W3
Scale = 1:38.6
Plate Offsets(X,Y):[2:0-4-14,0-2-8], [4:0-4-14,0-2-8]
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)-0.06 10-11 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.79 Vert(CT)-0.15 10-11 >999 180
TCDL 10.0 RepStress Incr YES WB 0.38 Horz(CT)0.16 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:86 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 ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)7=681/0-6-0,(min.0-1-8),13=625/0-6-0,(min.0-1-8)
Max Horiz13=-220(LC12)
Max Uplift7=-109(LC17),13=-87(LC16)
Max Grav7=773(LC2),13=706(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-667/115,2-14=-758/99,14-15=-671/112,15-16=-640/119,3-16=-637/139,3-17=-637/149,17-18=-640/129,
4-18=-758/123,4-5=-660/114,1-13=-749/114,5-7=-814/148
BOT CHORD 10-11=-230/973,9-10=-136/813
WEBS 3-10=0/421,4-10=-364/245,2-10=-426/260,1-12=-111/623,5-8=-97/619
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-0-0,Exterior(2R)9-0-0 to12-0-0, Interior(1)12-0-0 to18-10-12 zone; cantilever leftandrightexposed ; end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)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 tobearingplatecapableofwithstanding87 lbupliftat joint13and109 lbupliftat joint7.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
T02 2 12004967-12T RoofSpecial Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:39 Page: 1
ID:8p9oozblXdxzvsEzp1m03hySXY7-QrSVPk7Ub8c8m_JKRm3paxeSuRNYNchRp6L2eSzSqwA
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
3x5
=3x8
=3x6
=3x8
3x5
1.5x4
12 11 7 6
10 9 8
51
2 4
3
T1 T1
W1 W1
B1 B1
B2
B3
B2
W5
W4W4
W2 W2
W3 W3
Scale = 1:37.4
Plate Offsets(X,Y):[2:0-4-14,0-2-8], [4:0-4-14,0-2-8]
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)-0.06 9-10 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.80 Vert(CT)-0.15 9-10 >999 180
TCDL 10.0 RepStress Incr YES WB 0.38 Horz(CT)0.16 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:85 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 ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=627/Mechanical,(min.0-1-8),12=627/0-6-0,(min.0-1-8)
Max Horiz12=-208(LC12)
Max Uplift6=-86(LC17),12=-86(LC16)
Max Grav6=708(LC2),12=708(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-668/117,2-13=-761/105,13-14=-674/118,14-15=-643/124,3-15=-640/144,3-16=-640/155,16-17=-643/135,
17-18=-674/129,4-18=-761/115,4-5=-668/110,1-12=-751/115,5-6=-751/110
BOT CHORD 10-11=-251/73,9-10=-247/961,8-9=-165/828,7-8=-251/64
WEBS 3-9=-6/423,4-9=-376/248,2-9=-422/264,1-11=-111/625,5-7=-109/625
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-0-0,Exterior(2R)9-0-0 to12-0-0, Interior(1)12-0-0 to17-10-4 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 tobearingplatecapableofwithstanding86 lbupliftat joint12and86 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-3Lot44
T03 3 12004967-12T RoofSpecial Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:39 Page: 1
ID:8SPnt2zlO7Fk39WRKk6DdiySXJS-QrSVPk7Ub8c8m_JKRm3paxeSuRNXNdkRp6L2eSzSqwA
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
2x4
=3x6 =3x6
2x4
8
7
6
51
42
3
T1 T1
W1 W1
B1 B1
W4
W3W3W2 W2
Scale = 1:37.6
Plate Offsets(X,Y):[7:0-4-0,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)-0.12 6-7 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.65 Vert(CT)-0.25 6-7 >848 180
TCDL 10.0 RepStress Incr YES WB 0.52 Horz(CT)0.02 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:83 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=627/Mechanical,(min.0-1-8),8=627/Mechanical,(min.
0-1-8)
Max Horiz8=-208(LC12)
Max Uplift6=-86(LC17),8=-86(LC16)
Max Grav6=708(LC2),8=708(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-10=-632/131,10-11=-617/131,3-11=-550/158,3-12=-550/157,12-13=-617/131,4-13=-632/131
BOT CHORD 7-8=-117/601,6-7=-91/545
WEBS 3-7=-63/409,2-8=-658/118,4-6=-658/118
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-0-0,Exterior(2R)9-0-0 to12-0-0, Interior(1)12-0-0 to17-10-4 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 tobearingplatecapableofwithstanding86 lbupliftat joint8and86 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-3Lot44
T04 5 12004967-12T Common Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:39 Page: 1
ID:8SPnt2zlO7Fk39WRKk6DdiySXJS-QrSVPk7Ub8c8m_JKRm3paxeVERPsNaZRp6L2eSzSqwA
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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 3x5
10
9
8
7162
53
4
T1 T1
W1 W1
B1 B1
W3
W4
W3W2 W2
Scale = 1:37.8
Plate Offsets(X,Y):[5:0-0-0,0-0-0], [6:0-0-0,Edge], [9:0-4-0,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 0.37 Vert(LL)-0.14 9-10 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.28 9-10 >791 180
TCDL 10.0 RepStress Incr YES WB 0.47 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:83 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=664/0-6-0,(min.0-1-8),10=664/0-6-0,(min.0-1-8)
Max Horiz10=-200(LC14)
Max Uplift8=-99(LC17),10=-86(LC16)
Max Grav8=751(LC2),10=751(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-280/90,3-11=-687/131,11-12=-633/139,4-12=-604/159,4-13=-604/158,13-14=-633/138,5-14=-687/131,
5-6=-282/97,2-10=-271/94,6-8=-274/111
BOT CHORD 9-10=-134/676,8-9=-79/625
WEBS 4-9=-59/452,3-10=-622/94,5-8=-622/93
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)-0-2-12 to2-9-4, Interior(1)2-9-4 to9-3-0,Exterior(2R)9-3-0 to12-3-0, Interior(1)12-3-0 to18-8-12 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 tobearingplatecapableofwithstanding86 lbupliftat joint10and99 lbupliftat joint8.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
T05 7 12004967-12T Common Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:40 Page: 1
ID:0aPJeLeGbrRPNTYk2tqyEXySXY3-u10td486MSk?O7uW?Ta269AgRrlS62Za1m4cAuzSqw9
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
71
62
53
4
T1 T1
W1 W1
B1 B2
W4
W3
W4
W3W2 W2
Scale = 1:43.8
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 0.37 Vert(LL)-0.06 8-9 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.12 8-9 >999 180
TCDL 10.0 RepStress Incr YES WB 0.82 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:105 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=786/0-6-0,(min.0-1-8),11=786/0-6-0,(min.0-1-8)
Max Horiz11=-253(LC14)
Max Uplift8=-125(LC17),11=-125(LC16)
Max Grav8=891(LC2),11=891(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-12=-855/203,12-13=-780/214,4-13=-760/234,4-14=-756/231,14-15=-776/211,5-15=-851/199,2-11=-289/151,
6-8=-289/150
BOT CHORD 10-11=-123/752,9-10=0/544,8-9=-56/680
WEBS 4-9=-136/359,4-10=-140/360,3-11=-815/57,5-8=-813/58
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to10-6-0,Exterior(2R)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 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 tobearingplatecapableofwithstanding125 lbupliftatjoint11and125lbupliftat 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-3Lot44
T06 3 12004967-12T Common Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:40 Page: 1
ID:NYCCh2iOPO4hUEQirQQ7xaySXY_-u10td486MSk?O7uW?Ta269AgUrpw6z4a1m4cAuzSqw9
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
51
42
3
T1 T2
W1 W1
B1 B2
W4
W3
W4
W3W2 W2
Scale = 1:43.8
Plate Offsets(X,Y):[9:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.37 Vert(LL)-0.06 7-8 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.12 7-8 >999 180
TCDL 10.0 RepStress Incr YES WB 0.85 Horz(CT)0.02 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:104 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)7=787/0-6-0,(min.0-1-8),10=732/Mechanical,(min.0-1-8)
Max Horiz10=-246(LC12)
Max Uplift7=-125(LC17),10=-102(LC16)
Max Grav7=892(LC2),10=827(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-11=-862/202,11-12=-787/214,3-12=-766/234,3-13=-758/230,13-14=-778/210,4-14=-853/199,5-7=-289/150
BOT CHORD 9-10=-122/758,8-9=0/545,7-8=-55/682
WEBS 3-8=-136/358,3-9=-140/367,2-10=-839/95,4-7=-815/57
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 to10-6-0,Exterior(2R)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 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)Refer togirder(s) for truss to truss connections.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding102 lbupliftatjoint10and125lbupliftat 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-Gramercy-3Lot44
T07 2 12004967-12T Common Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:40 Page: 1
ID:HqIGv_QXQWQmzp7xWAyuY1ySXUT-u10td486MSk?O7uW?Ta269AgTrpw6yia1m4cAuzSqw9
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
9
8 7
6
51
42
3
T1 T1
W1 W1
B1 B2
W4
W3
W4
W3W2 W2
Scale = 1:43.2
Plate Offsets(X,Y):[8:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.06 6-7 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.12 6-7 >999 180
TCDL 10.0 RepStress Incr YES WB 0.85 Horz(CT)0.02 6 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=733/0-6-0,(min.0-1-8),9=733/Mechanical,(min.0-1-8)
Max Horiz9=-234(LC12)
Max Uplift6=-101(LC17),9=-101(LC16)
Max Grav6=828(LC2),9=828(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-10=-864/202,10-11=-789/213,3-11=-768/233,3-12=-764/230,12-13=-785/210,4-13=-860/198
BOT CHORD 8-9=-134/751,7-8=-13/538,6-7=-90/689
WEBS 3-7=-136/365,3-8=-141/367,2-9=-841/94,4-6=-839/96
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 to10-6-0,Exterior(2R)10-6-0 to13-6-0, Interior(1)13-6-0 to20-10-4 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding101 lbupliftatjoint9and101 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-3Lot44
T08 7 12004967-12T Common Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:40 Page: 1
ID:AbYnlMU1UlwCSRRil01qjtySXUP-u10td486MSk?O7uW?Ta269Agarpw6yfa1m4cAuzSqw9
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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.
14
12
10
1 9
2 837
64
5
T1 T1
W1 W1
B1 B2
W5
W2 W2
W4W3 W6 W7
Scale = 1:39.2
Plate Offsets(X,Y):[2:0-3-0,0-1-12], [8:0-3-0,0-1-12], [10:Edge,0-3-8], [12:0-5-12,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)0.37 12-13 >626 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.73 Vert(CT)-0.31 12-13 >766 180
TCDL 10.0 RepStress Incr YES WB 0.59 Horz(CT)0.03 11 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:85 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-11ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor5-1-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)11=781/0-3-0,(min.0-1-8),13=781/0-3-0,(min.0-1-8)
Max Horiz13=28(LC20)
Max Uplift11=-385(LC13),13=-385(LC12)
Max Grav11=886(LC2),13=886(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-317/478,3-15=-205/332,15-16=-198/343,4-16=-180/344,4-17=-974/1120,5-17=-921/1132,5-18=-930/1153,
6-18=-984/1142,6-19=-163/320,19-20=-181/319,7-20=-188/309,7-8=-288/436,2-14=-464/654,8-10=-420/591
BOT CHORD 13-21=-962/957,21-22=-962/957,12-22=-962/957,12-23=-932/959,23-24=-932/959,11-24=-932/959
WEBS 5-12=-551/370,3-13=-477/339,7-11=-420/299,4-13=-1007/811,6-11=-1019/846
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)-1-1-2 to1-10-14, Interior(1)1-10-14 to10-3-8,Exterior(2R)10-3-8 to13-3-8, Interior(1)13-3-8 to21-8-2 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 tobearingplatecapableofwithstanding385 lbupliftatjoint13and385lbupliftat joint11.
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-3Lot44
T09 2 12004967-12T Common Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:40 Page: 1
ID:rfX_YHHh1QevoJ5dPv5YDOySXJ1-u10td486MSk?O7uW?Ta269Adnrks60oa1m4cAuzSqw9
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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 = 1:19.1
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 0.06 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 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:6 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-11ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS (lb/size)1=107/3-0-7,(min.0-1-8),3=107/3-0-7,(min.0-1-8)
Max Horiz1=22(LC15)
Max Uplift1=-17(LC16),3=-17(LC17)
Max Grav1=121(LC2),3=121(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
Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate
grip 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)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding17 lbupliftat joint1and17 lbupliftat joint3.
10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,3.
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-3Lot44
V01 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:41 Page: 1
ID:O?1TTZhOGZoDFN6zqLBI2MySXIW-MEaFqQ8l7lss0HTjZA6HfMjw5FESrbAkGQq9iLzSqw8
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:20.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 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 0.08 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:18 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-11-11ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=41/7-0-7,(min.0-1-8),3=41/7-0-7,(min.0-1-8),4=417/7-0-7,
(min.0-1-8)
Max Horiz1=-57(LC12)
Max Uplift1=-2(LC16),3=-12(LC17),4=-71(LC16)
Max Grav1=86(LC22),3=86(LC23),4=471(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-328/262
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-0 to3-0-0,Exterior(2N)3-0-0 to3-6-3,Corner(3R)3-6-3 to6-6-3,Exterior(2N)6-6-3 to7-0-7 zone; cantilever leftandrightexposed;end vertical leftandright
exposed;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)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding2lbupliftat joint1,12lbupliftatjoint3and71 lbupliftat joint4.
10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,3.
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-3Lot44
V02 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:41 Page: 1
ID:O?1TTZhOGZoDFN6zqLBI2MySXIW-MEaFqQ8l7lss0HTjZA6HfMjuTFCvravkGQq9iLzSqw8
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:25.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.49 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:30 lb FT=20%
LUMBERTOP 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 (lb/size)1=-11/11-0-7,(min.0-1-8),3=-11/11-0-7,(min.0-1-8),
4=803/11-0-7,(min.0-1-8)
Max Horiz1=91(LC13)
Max Uplift1=-77(LC23),3=-77(LC22),4=-167(LC16)
Max Grav1=47(LC35),3=54(LC16),4=909(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-9=-292/355,9-10=-279/399,2-10=-276/468,2-11=-271/468,11-12=-275/399,3-12=-288/355
BOT CHORD 1-4=-372/363,3-4=-372/363
WEBS 2-4=-707/478
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-0 to3-0-0,Exterior(2N)3-0-0 to5-6-3,Corner(3R)5-6-3 to8-6-3,Exterior(2N)8-6-3 to11-0-7 zone; cantilever leftandrightexposed ; end verticalleftandright
exposed;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)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding77 lbupliftat joint1,77 lbupliftatjoint3and167 lbupliftat joint4.
10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,3.
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-3Lot44
V03 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:41 Page: 1
ID:O?1TTZhOGZoDFN6zqLBI2MySXIW-MEaFqQ8l7lss0HTjZA6HfMjpNF9WrYrkGQq9iLzSqw8
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
1.5x4
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale = 1:30.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 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 0.12 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:45 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings15-0-7.
(lb)-Max Horiz1=126(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-150(LC17),
8=-152(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=392(LC
23),7=323(LC2),8=392(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-8=-306/245,4-6=-306/245
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-C
Corner(3E)0-0-0 to3-0-0,Exterior(2N)3-0-0 to7-6-3,Corner(3R)7-6-3 to10-6-3,Exterior(2N)10-6-3 to15-0-7 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=151,6=149.
10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,5.
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-3Lot44
V04 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:41 Page: 1
ID:sBbrgvi01tw4tXh9O2iXbZySXIV-MEaFqQ8l7lss0HTjZA6HfMjteFD1raJkGQq9iLzSqw8
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
1.5x4
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale = 1:30.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 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 0.13 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:47 lb FT=20%
LUMBERTOP 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 Allbearings15-5-7.
(lb)-Max Horiz1=-130(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-154(LC17),
8=-156(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=400(LC
23),7=335(LC2),8=400(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 3-7=-264/34,2-8=-309/245,4-6=-309/245
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-C
Corner(3E)0-0-0 to3-0-0,Exterior(2N)3-0-0 to7-8-11, Corner(3R)7-8-11 to10-8-11,Exterior(2N)10-8-11 to15-5-7 zone;cantileverleftandrightexposed ; endvertical left
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)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=155,6=153.
10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,5.
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-3Lot44
V05 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:41 Page: 1
ID:sBbrgvi01tw4tXh9O2iXbZySXIV-MEaFqQ8l7lss0HTjZA6HfMjtRFDzrZ5kGQq9iLzSqw8
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:26.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.53 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 0.24 Horiz(TL)0.01 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:31 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor9-9-4ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=-19/11-5-7,(min.0-1-8),3=-19/11-5-7,(min.0-1-8),
4=849/11-5-7,(min.0-1-8)
Max Horiz1=-95(LC12)
Max Uplift1=-86(LC23),3=-86(LC22),4=-179(LC16)
Max Grav1=44(LC17),3=59(LC16),4=961(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-9=-311/384,9-10=-297/428,2-10=-293/503,2-11=-288/503,11-12=-293/428,3-12=-307/384
BOT CHORD 1-4=-396/380,3-4=-396/380
WEBS 2-4=-753/501
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-0 to3-0-0,Exterior(2N)3-0-0 to5-8-11, Corner(3R)5-8-11 to8-8-11,Exterior(2N)8-8-11 to11-5-7 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding86 lbupliftat joint1,86 lbupliftatjoint3and179 lbupliftat joint4.
10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,3.
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-3Lot44
V06 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:41 Page: 1
ID:KO8DuFjeoA2xVhGLymDm8nySXIU-MEaFqQ8l7lss0HTjZA6HfMjolF8CrYTkGQq9iLzSqw8
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:21.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 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 0.09 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:19 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor7-4-11ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=38/7-5-7,(min.0-1-8),3=38/7-5-7,(min.0-1-8),4=452/7-5-7,
(min.0-1-8)
Max Horiz1=-60(LC14)
Max Uplift1=-7(LC23),3=-12(LC12),4=-79(LC16)
Max Grav1=86(LC22),3=86(LC23),4=511(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-361/284
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-0 to3-0-0,Exterior(2N)3-0-0 to3-8-11, Corner(3R)3-8-11 to6-5-14,Exterior(2N)6-5-14 to7-5-7 zone; cantilever leftandrightexposed;end verticalleftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding7lbupliftat joint1,12lbupliftatjoint3and79 lbupliftat joint4.
10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,3.
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-3Lot44
V07 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:41 Page: 1
ID:KO8DuFjeoA2xVhGLymDm8nySXIU-MEaFqQ8l7lss0HTjZA6HfMju3FCarapkGQq9iLzSqw8
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
1 3
2
T1 T1
B1
Scale = 1:18
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 0.07 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 sheathingdirectlyappliedor3-4-11ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS (lb/size)1=122/3-5-7,(min.0-1-8),3=122/3-5-7,(min.0-1-8)
Max Horiz1=-25(LC12)
Max Uplift1=-19(LC16),3=-19(LC17)
Max Grav1=138(LC22),3=138(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate
grip 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)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding19 lbupliftat joint1and19 lbupliftat joint3.
10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,3.
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-3Lot44
V08 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:42 Page: 1
ID:KO8DuFjeoA2xVhGLymDm8nySXIU-qQ8d2m9Nu3_jdR2v6udWBaG4XfZWa2QtV4ZjFnzSqw7
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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 0.10 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:9 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-0-11ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS (lb/size)1=144/4-0-11,(min.0-1-8),3=144/4-0-11,(min.0-1-8)
Max Horiz1=-31(LC12)
Max Uplift1=-22(LC16),3=-22(LC17)
Max Grav1=165(LC22),3=165(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding22 lbupliftat joint1and22 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-3Lot44
V09 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:42 Page: 1
ID:KO8DuFjeoA2xVhGLymDm8nySXIU-qQ8d2m9Nu3_jdR2v6udWBaG47fZEa2QtV4ZjFnzSqw7
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:22.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:21 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor8-0-11ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=35/8-0-11,(min.0-1-8),3=35/8-0-11,(min.0-1-8),
4=501/8-0-11,(min.0-1-8)
Max Horiz1=-66(LC12)
Max Uplift1=-15(LC23),3=-15(LC22),4=-91(LC16)
Max Grav1=88(LC22),3=88(LC23),4=566(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-407/222
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)0-0-6 to3-0-6, Interior(1)3-0-6 to4-0-11,Exterior(2R)4-0-11 to7-1-14, Interior(1)7-1-14 to8-1-1 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint1,15 lbupliftatjoint3and91 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot44
V10 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:42 Page: 1
ID:KO8DuFjeoA2xVhGLymDm8nySXIU-qQ8d2m9Nu3_jdR2v6udWBaG27fXFa1ttV4ZjFnzSqw7
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
42
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale = 1:39.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH
BCDL 10.0 Weight:58 lb FT=20%
LUMBERTOP 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 Allbearings22-2-0.
(lb)-Max Horiz1=60(LC20)
Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-143(LC13),
9=-143(LC12)
Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=561(LC
23),9=561(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-9=-410/196,4-6=-410/196
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)0-11-5to3-11-5, Interior(1)3-11-5 to11-1-12,Exterior(2R)11-1-12 to14-1-12, Interior(1)14-1-12 to21-4-3 zone; cantilever leftandrightexposed;end vertical
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)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)9=143,6=143.
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-3Lot44
V11 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:42 Page: 1
ID:oaib5bjGZUAo6rrYWTk?g_ySXIT-qQ8d2m9Nu3_jdR2v6udWBaG?ifXma1wtV4ZjFnzSqw7
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
4x4
=5x6
4x4
1 3
2
T1 T1
B1
ST1
Scale =1:27.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH
BCDL 10.0 Weight:33 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=185/14-2-0,(min.0-1-9),3=185/14-2-0,(min.0-1-9),
4=508/14-2-0,(min.0-1-9)
MaxHoriz1=37(LC16)
MaxUplift1=-51(LC12),3=-55(LC17),4=-63(LC12)
Max Grav1=247(LC22),3=247(LC23),4=572(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 2-4=-367/220
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)0-11-5 to3-11-5, Interior(1)3-11-5 to7-1-12,Exterior(2R)7-1-12 to10-1-12, Interior(1)10-1-12 to13-4-3 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)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding51 lbupliftatjoint1,55lbupliftat joint3and63lbupliftat 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-3Lot44
V12 1 12004967-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 S Mar102020MiTek Industries,Inc.WedApr0809:17:42 Page: 1
ID:oaib5bjGZUAo6rrYWTk?g_ySXIT-qQ8d2m9Nu3_jdR2v6udWBaGzYfVCa14tV4ZjFnzSqw7
DE Job # 73652-W1
Dansco Engineering, LLC
Date: 04/08/2020
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
2x4
=3x4
2x4
1 3
2
T1 T1
B1
Scale = 1:16.5
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 0.12 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 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-P
BCDL 10.0 Weight:12 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS (lb/size)1=156/6-2-0,(min.0-1-8),3=156/6-2-0,(min.0-1-8)
Max Horiz1=13(LC20)
Max Uplift1=-29(LC12),3=-29(LC13)
Max Grav1=176(LC2),3=176(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-223/259
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding29 lbupliftat joint1and29 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-3Lot44
V13 1 12004967-12T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries, Inc.WedApr0809:17:42 Page: 1
ID:jFmseQ4zoYBhc4wQqe_UDczc3rM-qQ8d2m9Nu3_jdR2v6udWBaG4pfXMa2QtV4ZjFnzSqw7