HomeMy WebLinkAbout42230007 - GR2 51 - 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: 2005333-12T
23 truss design(s)
75426-W1
07/01/2020
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 # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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.
=6x8
13
12
11
1 17
16 15 14
2 1045369
7
8
T1
T2
T3 T4
W11W1B1B2
B3
W3
W10W2
W9
W5W6W4W5
W8W7
Scale = 1:47.4
Plate Offsets(X,Y):[6:0-3-8,0-2-0], [9:0-3-8,Edge], [17:0-2-12,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 Vert(LL)-0.06 11-12 >999 240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.12 11-12 >999 180
TCDL 10.0 RepStress Incr NO WB 0.39 Horz(CT)0.00 11 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:96 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2*Except*T2:2x4SPF1650F1.5E
BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud
WEBS 2x4SPFStud*Except*W10:2x4SPF No.2
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-3-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)11=573/0-6-0,(min.0-1-8),13=785/0-6-0,(min.0-1-8),
17=314/0-4-0,(min.0-1-8)
Max Horiz17=140(LC11)
Max Uplift11=-102(LC92),13=-216(LC12),17=-149(LC8)
Max Grav11=651(LC61),13=886(LC39),17=377(LC39)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-266/149,3-18=-424/195,4-18=-426/195,4-19=-424/194,5-19=-424/194,7-23=-503/110,8-23=-391/115,8-24=-439/99,9-24=-545/74,9-11=-586/137,2-17=-369/144
BOT CHORD 13-14=-402/177,5-14=-359/151,12-13=-42/434
WEBS 9-12=0/336,2-16=-135/273,5-15=-184/418,7-13=-618/108
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;porch leftexposed;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding149 lbupliftatjoint17,216 lbupliftat joint13and102 lbupliftat joint11.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)72 lbdownand107lbupat2-1-0,26 lbdownand33 lbupat4-1-12,and
26 lbdownand33 lbupat6-1-12,and26 lbdownand35 lbupat7-1-0on top chord,and40 lbdownand56 lbupat2-1-0,8 lbdownand20 lbupat4-1-12,and8 lbdown
and20 lbupat6-1-12,and8 lbdownand20lbupat7-1-12onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers.
11)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-3=-51,3-5=-61,6-8=-51,8-9=-51,9-10=-51,14-17=-20,11-13=-20
ConcentratedLoads(lb)
Vert:3=35(F),14=-6(F),16=-6(F),25=-6(F),26=-6(F)
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot51
G01 1 12005333-12T RoofSpecial Girder Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:53 Page: 1
ID:j2c2z?Fy9fWhQ4h9m?9eIJycLlg-?m3WLzZ1fUuHf0O0Os7NpKxlCX3htJWFZPYNFnz17ya
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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-2Lot51
G01 1 12005333-12T RoofSpecialGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Tue Jun3010:31:53 Page: 2
ID:j2c2z?Fy9fWhQ4h9m?9eIJycLlg-?m3WLzZ1fUuHf0O0Os7NpKxlCX3htJWFZPYNFnz17ya
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
12
11 10 9
8
1 7
62
53
4
T1 T1
W1 W1
B1 B1
W5
W4 W3W4W3
W2 W2
Scale =1:40.6
Plate Offsets(X,Y):[2:0-2-11,0-2-8], [6:0-2-11,0-2-8], [8:0-5-8,Edge], [9:0-3-8,0-4-8], [10:0-4-0,0-4-8], [11:0-3-8,0-4-8]
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 0.67 Vert(LL)-0.06 9-10 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.78 Vert(CT)-0.12 9-10 >999 180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.90 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:220 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x6SPF No.2
WEBS 2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor5-10-6ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)8=4567/0-6-0,(min.0-3-15),12=5070/0-6-0,(min.0-4-1)
MaxHoriz12=155(LC11)
MaxUplift8=-789(LC13),12=-830(LC12)
MaxGrav8=4981(LC2),12=5157(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-3=-4479/711,3-4=-3874/673,4-5=-3874/673,5-6=-4490/715,2-12=-3955/652,6-8=-3963/656
BOTCHORD 11-16=-607/3943,16-17=-607/3943,10-17=-607/3943,10-18=-594/3952,18-19=-594/3952,9-19=-594/3952
WEBS 4-10=-496/3122,5-10=-816/223,5-9=-91/637,3-10=-874/218,3-11=-87/668,2-11=-597/4180,6-9=-600/4188
NOTES
1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:
Top chords connectedasfollows:2x4-1rowat0-9-0oc.Bottom chords connectedas follows:2x6-2rows staggeredat0-7-0oc.
Webconnectedas follows:2x4-1rowat0-9-0oc.
2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided todistributeonly loadsnotedas(F)or(B),unlessotherwise indicated.
3)Unbalancedroof live loadshavebeen considered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10
6)Unbalanced snow loadshavebeen considered for thisdesign.
7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads.
8)AllplatesareMT20platesunlessotherwise indicated.
9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding830 lbupliftat joint12and789lbupliftat joint8.
11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)928 lbdownand157 lbupat0-6-12,1043 lbdownand125 lbupat
2-6-12,847lbdownand136 lbupat4-6-12,847 lbdownand136 lbupat6-6-12,847lbdownand136 lbupat8-6-12,847lbdownand136 lbupat10-6-12,847 lbdown
and136 lbupat12-6-12,847 lbdownand136 lbupat14-6-12,and847lbdownand136 lbupat16-6-12,and849 lbdownand135 lbupat18-6-12onbottom 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-2Lot51
G02 1 22005333-12T CommonGirder JobReference(optional)
Run:8.4 S 0Apr72020Print:8.400SApr72020MiTek Industries,Inc.Tue Jun3010:31:55 Page: 1
ID:av7iqKngYMiQOVRo31h2xNycLSw-x9BGmfbHB58?uKYOVG9rul099KfdL55Y0j1TJgz17yY
Continuedonpage 2
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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:1-2=-51,2-4=-51,4-6=-51,6-7=-51,8-12=-20
ConcentratedLoads(lb)
Vert:9=-775(F),13=-928(F),14=-1043(F),15=-775(F),16=-775(F),17=-775(F),18=-775(F),19=-775(F),20=-775(F),21=-777(F)
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot51
G02 1 22005333-12T CommonGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Tue Jun3010:31:55 Page: 2
ID:av7iqKngYMiQOVRo31h2xNycLSw-x9BGmfbHB58?uKYOVG9rul099KfdL55Y0j1TJgz17yY
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
2x4 2x4
2x4
20 12
111
102
3 9
4 8
5 7
6
W1
T1 T1
W1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
Scale = 1:33.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 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 0.10 Horz(CT)0.00 12 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:76 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings15-0-0.
(lb)-Max Horiz20=-144(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)14,15,17,18except
12=-124(LC13),13=-115(LC12),19=-118(LC13),20=-128
(LC12)
Max GravAllreactions250(lb)or lessat joint(s)12,13,14,15,16,17,
18,19,20
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 5-6=-74/251,6-7=-74/251
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 to7-6-0, Corner(3R)7-6-0 to10-6-0,Exterior(2N)10-6-0 to15-10-12 zone; cantilever leftandrightexposed ; end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Gablerequires continuousbottom chordbearing.
9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
10)Gable studs spacedat2-0-0oc.
11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)17,18,15,14except(jt=lb)20=127,12=124,19=118,
13=115.
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-2Lot51
GE01 1 12005333-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:55 Page: 1
ID:ub0jnhiDvtOneVVC9?cth4ycOx4-x9BGmfbHB58?uKYOVG9rul0HjKqKLIfY0j1TJgz17yY
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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.
17
10 9
8
1
2
7
6
3 5
4
T1
T2
W1
W6
B1 B2
W2 W3
W4
W3 W2
W5
ST5ST3
ST4ST2
ST1
ST5 ST3
Scale = 1:42.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)-0.03 9-10 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.07 9-10 >999 180
TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)0.01 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:122 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
6-0-0ocbracing:8-9.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings11-2-0.except8=0-6-0,11=0-3-8
(lb)-Max Horiz17=163(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)11,14except8=-125(LC
17),17=-134(LC16)
Max GravAllreactions250(lb)or lessat joint(s)11,12,15,16except
8=666(LC2),14=713(LC2),17=278(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-29=-419/173,29-30=-338/186,4-30=-330/202,4-31=-330/199,31-32=-335/182,5-32=-415/170,5-33=-448/167,
6-33=-539/153,2-17=-257/181,6-8=-640/212
BOT CHORD 9-10=-105/452
WEBS 3-14=-664/159,3-10=0/297,6-9=-102/534
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 to12-0-0,Exterior(2R)12-0-0 to15-0-0, Interior(1)15-0-0 to22-10-12 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)Gable studs spacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)14,11except(jt=lb)17=134,8=124.
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-2Lot51
GE02 1 12005333-12T CommonStructuralGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:56 Page: 1
ID:Mc9NhTLqgsxPtUTCCvX3o2ycOwG-PLlfz?cvyPGsWU6b3_h4RyZNCk7x4h7hFNm1r6z17yX
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
2x4
=4x4
2x4
2x4
16 10
1 9
2 8
3 7
4 6
5
W1
T1 T1
W1
B1
ST3
ST2
ST1
ST2
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 0.17 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 0.07 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%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings11-4-0.
(lb)-Max Horiz16=-132(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)11,12,14,15except
10=-101(LC13),16=-103(LC12)
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.
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 to5-8-0, Corner(3R)5-8-0 to8-8-0,Exterior(2N)8-8-0 to12-2-12zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)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)14,15,12,11except(jt=lb)16=103,10=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-2Lot51
GE03 1 12005333-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:56 Page: 1
ID:BDSnpv?GGFQNWBKpZ11Vf8ycOwi-PLlfz?cvyPGsWU6b3_h4RyZSfkAW4kKhFNm1r6z17yX
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
25 14
1 13
122
113
104
95
86
7
W1
T1 T1
W1
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
Scale = 1:39.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.18 Horz(CT)0.00 14 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:103 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings19-6-0.
(lb)-Max Horiz25=158(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)16,17,18,20,21,22except
14=-124(LC13),15=-122(LC12),24=-126(LC13),25=-129
(LC12)
Max GravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19,
20,21,22,24,25
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 6-7=-88/282,7-8=-88/282
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 to9-9-0, Corner(3R)9-9-0 to12-9-0,Exterior(2N)12-9-0 to20-4-12 zone; cantilever leftandrightexposed ;end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Gablerequires continuousbottom chordbearing.
9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
10)Gable studs spacedat2-0-0oc.
11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)20,21,22,18,17,16except(jt=lb)25=128,14=124,
24=125,15=121.
13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot51
GE04 1 12005333-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:57 Page: 1
ID:3_iIfG2nJUwp?oeaot6Rp_ycOwe-tYJ1BLcXjjOj7dhndhCJ_A5cv8WbpAtqU1WaOYz17yW
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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.
4.24 12
3x8
1
5
4
2
W1
T1
B1
Scale = 1:16.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(CT)0.00 4-5 >999 180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.01 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:8 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-7ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS (lb/size)3=-18/Mechanical,(min.0-1-8),4=-11/Mechanical,(min.
0-1-8),5=184/0-3-8,(min.0-1-8)
Max Horiz5=48(LC11)
Max Uplift3=-55(LC18),4=-24(LC18),5=-152(LC8)
Max Grav3=19(LC8),4=18(LC7),5=278(LC18)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding152 lbupliftatjoint5,55 lbupliftat joint3and24 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51
TrapezoidalLoads(lb/ft)
Vert:2=-2(F=24,B=24)-to-3=-34(F=8,B=8),5=0(F=10,B=10)-to-4=-14(F=3,B=3)
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot51
J01 1 12005333-12T DiagonalHip Girder Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:57 Page: 1
ID:i9lfk8wwyF2vU9jGO7dbKCz1937-tYJ1BLcXjjOj7dhndhCJ_A5Za8V8pCeqU1WaOYz17yW
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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
1
5
2
3
T1
B1
HW1
Scale = 1:19.7
Plate Offsets(X,Y):[2:0-1-8,0-0-5]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)0.00 5-8 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(CT)0.00 5-8 >999 180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:8 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
SLIDER Left2x4SPFStud--1-6-0
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor2-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size)2=132/0-4-0,(min.0-1-8),4=38/Mechanical,(min.0-1-8),
5=20/Mechanical,(min.0-1-8)
Max Horiz2=58(LC16)
Max Uplift2=-27(LC16),4=-29(LC16),5=-10(LC13)
Max Grav2=182(LC23),4=52(LC23),5=32(LC7)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber
DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding27 lbupliftat joint2,10 lbupliftatjoint5and29 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-2Lot51
J02 4 12005333-12T Jack-Open Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:57 Page: 1
ID:HVzprs3OgR6_TFodkirxyEz194E-tYJ1BLcXjjOj7dhndhCJ_A5et8XZpCeqU1WaOYz17yW
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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
=6x8 =6x8
3x4
8
7
6
1 5
2 4
3
T1 T1
W1 W1
B1
W3
W2 W2
Scale = 1:34.2
Plate Offsets(X,Y):[2:Edge,0-3-13], [4:Edge,0-3-13]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 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 0.08 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:67 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W2:2x4SPF No.2
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-3-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=574/0-6-0,(min.0-1-8),8=574/0-6-0,(min.0-1-8)
Max Horiz8=144(LC15)
Max Uplift6=-102(LC17),8=-102(LC16)
Max Grav6=651(LC2),8=651(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-9=-548/177,9-10=-475/181,10-11=-446/187,3-11=-431/206,3-12=-431/206,12-13=-446/187,13-14=-475/181,
4-14=-548/177,2-8=-585/280,4-6=-585/280
WEBS 2-7=-22/330,4-7=-23/330
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to7-6-0,Exterior(2R)7-6-0 to10-6-0, Interior(1)10-6-0 to15-10-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;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 tobearingplatecapableofwithstanding102 lbupliftatjoint8and102 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-2Lot51
T01 1 12005333-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:57 Page: 1
ID:eX1qQ?qZiinHu6FgPxZC2eycLnV-tYJ1BLcXjjOj7dhndhCJ_A5RB8RzpBOqU1WaOYz17yW
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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.
=6x8
12
11 10
9
1 15
14 13
2 8
7
43 5
6
T1
T2
T3
T4
W11W1B1
B2
B3
W3 W4
W6 W7 W8
W9
W10W2
W5
Scale = 1:47
Plate Offsets(X,Y):[7:Edge,0-3-13], [15:Edge,0-5-13]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.96 Vert(LL)-0.08 9-10 >999 240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.15 9-10 >999 180
TCDL 10.0 RepStress Incr YES WB 0.31 Horz(CT)0.00 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:102 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud
WEBS 2x4SPFStud*Except*W10:2x4SPF No.2
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-5-7ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor5-8-13ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=555/0-6-0,(min.0-1-8),12=850/0-6-0,(min.0-1-8),
15=275/0-4-0,(min.0-1-8)
Max Horiz15=141(LC15)
Max Uplift9=-106(LC17),12=-150(LC16),15=-89(LC12)
Max Grav9=630(LC2),12=909(LC2),15=411(LC43)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-17=-130/260,4-5=-297/136,5-18=-500/148,18-19=-412/157,6-19=-410/174,6-20=-396/157,20-21=-408/139,21-22=-440/132,7-22=-512/128,7-9=-560/201,2-15=-379/279
BOT CHORD 12-13=-897/415,4-13=-694/180,10-11=-31/273
WEBS 3-13=-278/290,4-11=-151/727,5-11=-537/168,7-10=0/308
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to4-1-0,Exterior(2R)4-1-0 to7-0-0, Interior(1)7-0-0 to14-6-0,Exterior(2R)14-6-0 to17-6-0,Interior(1)17-6-0 to22-10-12
zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;porch leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60
plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding89 lbupliftat joint15,150 lbupliftat joint12and106 lbupliftat joint9.
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-2Lot51
T02 1 12005333-12T RoofSpecial Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:58 Page: 1
ID:5AdMZDyOy_HgrlzGX7BiW2ycLjT-MksPOhdAU0WalnGzAPjYWNecsYo2Yb0_ihF8w?z17yV
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=6x8
12
11 10
9
1 15
14 13
2 8
7
43 5
6
T1
T2
T3
T4
W11W1B1
B2
B3
W4
W6 W7
W10
W3
W9
W8W5
W2
Scale = 1:48.1
Plate Offsets(X,Y):[7:Edge,0-3-13], [15:Edge,0-5-13]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 Vert(LL)0.05 14-15 >999 240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)-0.16 9-10 >999 180
TCDL 10.0 RepStress Incr YES WB 0.25 Horz(CT)0.00 12 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:109 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud
WEBS 2x4SPFStud*Except*W10:2x4SPF No.2
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-4-14ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor5-11-7ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=576/0-6-0,(min.0-1-8),12=800/0-6-0,(min.0-1-8),
15=307/0-4-0,(min.0-1-8)
Max Horiz15=141(LC15)
Max Uplift9=-108(LC17),12=-141(LC16),15=-84(LC16)
Max Grav9=648(LC2),12=852(LC2),15=492(LC43)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-17=-254/198,4-19=-406/209,19-20=-404/209,5-20=-404/210,5-21=-466/191,6-21=-388/208,6-22=-417/180,22-23=-429/162,23-24=-439/159,24-25=-461/155,7-25=-534/151,7-9=-577/213,2-15=-443/256
BOT CHORD 15-26=-294/256,26-27=-294/256,14-27=-294/256,12-13=-809/419,4-13=-626/159,10-11=-76/392
WEBS 3-13=-388/386,4-11=-113/581,5-11=-361/109,7-10=0/295,3-14=-327/219
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to6-1-0,Exterior(2R)6-1-0 to9-1-0, Interior(1)9-1-0 to14-6-0,Exterior(2R)14-6-0 to17-6-0,Interior(1)17-6-0 to22-10-12
zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;porch leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60
plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding84 lbupliftat joint15,141 lbupliftat joint12and108 lbupliftat joint9.
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-2Lot51
T03 1 12005333-12T RoofSpecial Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:58 Page: 1
ID:hPXVedXVekKtb7eULC2zSAycLij-MksPOhdAU0WalnGzAPjYWNecyYo4Yc__ihF8w?z17yV
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
=3x6
=8x10
=6x8
13
12 11 10 9
8
1
7
6
2
3 4
5
T1
T2
T3
T4
W1
W10
B1 B2
W3
W4 W5 W6
W2
W9
W8W7
Scale = 1:44.9
Plate Offsets(X,Y):[4:0-3-6,Edge], [6:0-3-8,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 0.93 Vert(LL)-0.10 11-13 >999 240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.20 11-13 >999 180
TCDL 10.0 RepStress Incr YES WB 0.59 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:109 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W9:2x4SPF No.2
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-11-6ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=847/0-6-0,(min.0-1-8),13=793/Mechanical,(min.0-1-8)
Max Horiz13=137(LC15)
Max Uplift8=-114(LC17),13=-148(LC16)
Max Grav8=932(LC2),13=942(LC43)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-16=-1013/245,3-16=-960/264,3-17=-861/263,17-18=-861/263,4-18=-861/263,4-5=-824/270,5-19=-795/235,
19-20=-810/219,20-21=-822/217,21-22=-854/210,6-22=-927/206,6-8=-863/267
BOT CHORD 12-13=-236/884,11-12=-236/884,10-11=-161/869,9-10=-161/868
WEBS 2-13=-1043/251,6-9=-56/658,5-9=-88/548,4-9=-591/208
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to8-1-0,Exterior(2R)8-1-0 to11-1-0, Interior(1)11-1-0 to14-6-0,Exterior(2R)14-6-0 to17-6-0, Interior(1)17-6-0 to22-10-12
zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Refer togirder(s) for truss to truss connections.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding148 lbupliftatjoint13and114lbupliftat joint8.
10)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-2Lot51
T04 1 12005333-12T RoofSpecial Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:59 Page: 1
ID:m?CRTunY4aedIZH1gYsLSBycLfq-qwQnb1eoFKeRNxrAk6En3bBn_y6?Hzw7xL?hSRz17yU
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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
13
12 11 10 9
8
1
7
6
2
5
43
T1
T2
T3
W1
W9
B1 B2
W3 W4
W5 W6 W5
W2
W8W7
Scale = 1:43.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)-0.10 8-9 >999 240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.47 Vert(CT)-0.21 8-9 >999 180
TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:108 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W6:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-8-9ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS (lb/size)8=844/0-6-0,(min.0-1-13),13=785/Mechanical,(min.0-1-8)
Max Horiz13=140(LC15)
Max Uplift8=-119(LC17),13=-113(LC16)
Max Grav8=1138(LC41),13=1063(LC41)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-14=-1315/176,14-15=-1197/181,2-15=-1137/192,2-16=-1063/206,16-17=-980/209,3-17=-955/229,3-4=-798/224,
4-18=-891/217,5-18=-976/203,1-13=-1012/167,6-8=-275/126
BOT CHORD 11-12=-178/1099,10-11=-178/1099,9-10=-112/852,8-9=-118/762
WEBS 2-10=-310/132,3-10=-48/262,1-12=-107/1047,5-8=-1069/158
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 to10-1-0,Exterior(2E)10-1-0 to13-11-0,Exterior(2R)13-11-0 to17-10-15, Interior(1)17-10-15 to22-10-12 zone;cantilever
leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Refer togirder(s) for truss to truss connections.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding113 lbupliftat joint13and119lbupliftatjoint8.
10)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-2Lot51
T05 1 12005333-12T Hip Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:31:59 Page: 1
ID:B7xQEXDlMxJNEFc9Lq11S_ycLfF-qwQnb1eoFKeRNxrAk6En3bBvFy6PHxL7xL?hSRz17yU
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
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
12
11 10 9 8
7
1
6
5
42
3
T1 T2
W1
W7
B1 B2
W2
W6
W3 W4
W5
W4 W3
Scale = 1:41.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)-0.03 11-12 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.07 8-9 >999 180
TCDL 10.0 RepStress Incr YES WB 0.40 Horz(CT)0.02 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:103 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
6-0-0ocbracing:7-8.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)7=823/0-6-0,(min.0-1-8),12=767/Mechanical,(min.0-1-8)
Max Horiz12=153(LC15)
Max Uplift7=-133(LC17),12=-124(LC16)
Max Grav7=932(LC2),12=867(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-13=-1106/216,2-13=-1025/234,2-14=-829/226,14-15=-749/239,3-15=-741/255,3-16=-741/244,16-17=-745/228,
4-17=-826/215,4-18=-710/202,5-18=-803/188,1-12=-811/198,5-7=-901/241
BOT CHORD 10-11=-198/928,9-10=-198/928,8-9=-132/685
WEBS 1-11=-133/863,5-8=-132/794,2-9=-363/175,3-9=-54/390,4-8=-311/136
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 to12-0-0,Exterior(2R)12-0-0 to15-0-0, Interior(1)15-0-0 to22-10-12 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 tobearingplatecapableofwithstanding124 lbupliftatjoint12and133lbupliftat 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-2Lot51
T06 2 12005333-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:32:00 Page: 1
ID:7mbcD1Sgunig0AZoyJtUj?ycLey-I6_9pMfQ0enI_5QMIql0boj3ZLUS0T6HA?kE_tz17yT
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1.5x4
17 16 11
10
9
15 14 1312
1
827
3 6
54
T1 T2
W1
W12
B1 B5
B2 B3
B4
W4
W5 W6 W9
W2
W11
W10
W8
W3
W7
Scale = 1:49.5
Plate Offsets(X,Y):[2:0-1-4,0-2-0], [12:0-7-8,0-2-4]
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)0.04 14-15 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.74 Vert(CT)-0.10 14-15 >999 180
TCDL 10.0 RepStress Incr YES WB 0.41 Horz(CT)0.08 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:115 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2*Except*B4:2x4SPFStud
WEBS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-11-2ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
6-0-0ocbracing:15-16.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=823/0-6-0,(min.0-1-8),17=767/Mechanical,(min.0-1-8)
Max Horiz17=140(LC15)
Max Uplift9=-133(LC17),17=-124(LC16)
Max Grav9=932(LC2),17=867(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-622/127,2-18=-1346/262,3-18=-1280/281,3-19=-930/234,19-20=-869/243,4-20=-853/260,4-5=-819/272,
5-21=-859/264,21-22=-870/243,6-22=-927/243,6-23=-782/208,7-23=-842/193,1-17=-926/180,7-9=-889/246
BOT CHORD 15-16=-446/113,2-15=-490/152,14-15=-330/1171,13-14=-225/1145,12-13=-95/755
WEBS 3-13=-485/190,1-16=-142/711,7-10=-107/753,6-10=-383/140,10-12=-108/627,4-13=-117/505
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 to12-0-0,Exterior(2R)12-0-0 to15-0-0, Interior(1)15-0-0 to22-10-12 zone; cantileverrightexposed ;end verticalright
exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)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 tobearingplatecapableofwithstanding124 lbupliftatjoint17and133lbupliftat joint9.
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-2Lot51
T07 6 12005333-12T RoofSpecial Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:32:00 Page: 1
ID:7mbcD1Sgunig0AZoyJtUj?ycLey-I6_9pMfQ0enI_5QMIql0boj56LOO0T3HA?kE_tz17yT
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
13
12 11 10 9
8
1
2
7
6
3 5
4
T1
T2
W1
W7
B1 B2
W2
W6
W3 W4
W5
W4 W3
Scale = 1:42.9
Plate Offsets(X,Y):[2:0-1-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.49 Vert(LL)-0.03 12-13 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.07 9-10 >999 180
TCDL 10.0 RepStress Incr YES WB 0.39 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:104 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-4-14ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
6-0-0ocbracing:8-9.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=821/0-6-0,(min.0-1-8),13=821/0-6-0,(min.0-1-8)
Max Horiz13=163(LC15)
Max Uplift8=-134(LC17),13=-148(LC16)
Max Grav8=931(LC2),13=931(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-14=-1101/214,3-14=-960/235,3-15=-826/225,15-16=-746/238,4-16=-739/254,4-17=-739/245,17-18=-743/229,
5-18=-824/216,5-19=-709/201,6-19=-802/187,2-13=-874/252,6-8=-900/241
BOT CHORD 11-12=-198/919,10-11=-198/919,9-10=-132/684
WEBS 2-12=-99/836,6-9=-132/792,3-10=-355/174,4-10=-52/388,5-9=-310/136
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 to12-0-0,Exterior(2R)12-0-0 to15-0-0, Interior(1)15-0-0 to22-10-12 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 tobearingplatecapableofwithstanding148 lbupliftatjoint13and134lbupliftat 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-2Lot51
T08 12 12005333-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:32:01 Page: 1
ID:A63JJOqRWJIfOtKLMmfuy2ycLvF-mJYY0if2nxv9cF?YsXGF80GEKlpilwWQPfUoXKz17yS
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
13
10 9
8
1
2
7
6
3
5
4
T1
T2
W1
W9
B1 B2
W2
W8
W3 W4
W5
W6 W7
Scale = 1:42.9
Plate Offsets(X,Y):[2:0-1-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.43 Vert(LL)-0.03 12-13 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(CT)-0.06 12-13 >999 180
TCDL 10.0 RepStress Incr YES WB 0.32 Horz(CT)0.01 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:105 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
6-0-0ocbracing:10-12.
MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=604/0-6-0,(min.0-1-8),12=788/11-2-0,(min.0-1-14),
13=252/11-2-0,(min.0-1-14)
Max Horiz13=163(LC15)
Max Uplift8=-117(LC17),12=-131(LC16),13=-53(LC16)
Max Grav8=686(LC2),12=887(LC2),13=299(LC36)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-15=-449/162,15-16=-372/174,4-16=-359/190,4-17=-359/187,5-17=-435/163,5-18=-521/164,6-18=-584/147,6-8=-639/202
BOT CHORD 9-10=-79/471
WEBS 6-9=-56/495,3-12=-744/233,3-10=-20/368
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to12-0-0,Exterior(2R)12-0-0 to15-0-0, Interior(1)15-0-0 to22-10-12 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 tobearingplatecapableofwithstanding53 lbupliftat joint13,131 lbupliftat joint12and117 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-2Lot51
T09 1 12005333-12T CommonStructuralGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:32:01 Page: 1
ID:Mc9NhTLqgsxPtUTCCvX3o2ycOwG-mJYY0if2nxv9cF?YsXGF80GFFlrAlyiQPfUoXKz17yS
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
1.5x4
=4x4
=3x8 1.5x4
8
7
6
1 5
2 4
3
T1 T1
W1 W1
B1
W3
W2 W2
Scale = 1:31
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.67 Vert(LL)-0.02 7-8 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(CT)-0.05 7-8 >999 180
TCDL 10.0 RepStress Incr YES WB 0.12 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:53 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS (lb/size)6=444/0-6-0,(min.0-1-8),8=444/0-6-0,(min.0-1-8)
Max Horiz8=-132(LC14)
Max Uplift6=-83(LC17),8=-83(LC16)
Max Grav6=510(LC24),8=510(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-9=-338/147,9-10=-300/153,10-11=-285/156,3-11=-276/169,3-12=-276/169,12-13=-285/156,13-14=-300/153,
4-14=-338/147,2-8=-468/275,4-6=-468/275
WEBS 2-7=-59/268,4-7=-59/268
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 to5-8-0,Exterior(2R)5-8-0 to8-8-0, Interior(1)8-8-0 to12-2-12 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 tobearingplatecapableofwithstanding83 lbupliftat joint8and83 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-2Lot51
T10 1 12005333-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:32:01 Page: 1
ID:LQfBwjLLx1FLakGf0MxWKcycLvt-mJYY0if2nxv9cF?YsXGF80GBalrFl?rQPfUoXKz17yS
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
1 7
2 6
3 5
4
T1 T1
B1 B2
ST3
ST2
ST1
ST2
ST1
Scale = 1:38.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.01 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:62 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings21-0-1.
(lb)-Max Horiz1=-90(LC17),16=-90(LC17)
Max UpliftAlluplift100(lb)or lessat joint(s)1,7,8,13,16except9=-125(LC17),11=-130(LC16)
Max GravAllreactions250(lb)or lessat joint(s)7except8=275(LC36),
9=396(LC23),10=409(LC2),11=377(LC22),13=311(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 4-10=-327/3,3-11=-305/176,5-9=-314/173
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to10-6-8,Exterior(2R)10-6-8 to13-6-8, Interior(1)13-6-8 to21-0-9zone;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)Allplatesare1.5x4MT20unlessotherwise indicated.
6)Gablerequires continuousbottom chordbearing.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)7,13,8except(jt=lb)11=130,9=125.
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-2Lot51
V01 1 12005333-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:32:02 Page: 1
ID:CThEs7s9n?3tTQGlAXN9f1ycNFj-EV6wE2ggYF10EPalPFnUgDpTG9DmURBZdJDL3mz17yR
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale =1:31.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.00 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:48 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings17-0-1.
(lb)-MaxHoriz1=-72(LC17)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-136(LC17),
9=-137(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=439(LC
23),7=374(LC2),9=439(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 3-7=-314/74,2-9=-330/189,4-6=-330/189
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to8-6-8,Exterior(2R)8-6-8 to11-6-8, Interior(1)11-6-8 to17-0-9 zone; cantilever leftandrightexposed ; end vertical leftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)9=136,6=135.
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-2Lot51
V02 1 12005333-12T Valley Job Reference(optional)
Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueJun3010:32:02 Page: 1
ID:gfFc3TtnYIBk4arykEuOCFycNFi-EV6wE2ggYF10EPalPFnUgDpTu9CFUS4ZdJDL3mz17yR
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=4x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale =1:25.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:35 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings13-0-1.
(lb)-MaxHoriz1=55(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-106(LC17),
8=-108(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=369(LC
23),7=293(LC2),8=369(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 2-8=-316/214,4-6=-316/214
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to6-6-8,Exterior(2R)6-6-8 to9-6-8, Interior(1)9-6-8 to13-0-9 zone; cantilever leftandrightexposed ;end vertical leftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=107,6=106.
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-2Lot51
V03 1 12005333-12T Valley Job Reference(optional)
Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueJun3010:32:02 Page: 1
ID:gfFc3TtnYIBk4arykEuOCFycNFi-EV6wE2ggYF10EPalPFnUgDpTk9DqUSpZdJDL3mz17yR
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
6 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:20.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 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:22 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor9-0-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size)1=41/9-0-1,(min.0-1-8),3=41/9-0-1,(min.0-1-8),4=556/9-0-1,
(min.0-1-8)
Max Horiz1=37(LC16)
Max Uplift1=-12(LC23),3=-18(LC17),4=-82(LC16)
Max Grav1=98(LC22),3=98(LC23),4=628(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-9=-176/253,9-10=-174/290,2-10=-166/324,2-11=-157/324,11-12=-165/290,3-12=-167/253
BOT CHORD 1-4=-260/227,3-4=-260/227
WEBS 2-4=-451/293
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to4-6-8,Exterior(2R)4-6-8 to7-6-8, Interior(1)7-6-8 to9-0-9 zone; cantilever leftandrightexposed ; end vertical leftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding12 lbupliftat joint1,18 lbupliftatjoint3and82 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-2Lot51
V04 1 12005333-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:32:02 Page: 1
ID:gfFc3TtnYIBk4arykEuOCFycNFi-EV6wE2ggYF10EPalPFnUgDpSS9AIUSGZdJDL3mz17yR
DE Job # 75426-W1
Dansco Engineering, LLC
Date: 07/01/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
6 12
=3x4
1 3
2
T1 T1
B1
Scale = 1:17.6
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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:11 lb FT=20%
LUMBERTOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-0-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizerInstallationguide.
REACTIONS (lb/size)1=177/5-0-1,(min.0-1-8),3=177/5-0-1,(min.0-1-8)
Max Horiz1=-20(LC21)
Max Uplift1=-29(LC16),3=-29(LC17)
Max Grav1=202(LC22),3=202(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-363/256
BOT CHORD 1-3=-228/317
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E) 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-2Lot51
V05 1 12005333-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Tue Jun3010:32:02 Page: 1
ID:8ro_GpuPJcJbikQ8HyPdlSycNFh-EV6wE2ggYF10EPalPFnUgDpUG9CBUTuZdJDL3mz17yR