HomeMy WebLinkAbout42300001 - GR3 34 - 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: 2005781-12T
23 truss design(s)
77749-W1
10/13/2020
Samuel A. Greenberg, P.E.
Indiana Reg. #19700485
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 # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
5x6
3x4 3x4
5x6
MT18HS3x10
12
11 10 9
8
71
62
53
4
T1 T1
W1 W1
B1
W3
W2
W4
W5
W4 W3
W2
Scale =1:34.6
Plate Offsets(X,Y):[2:0-2-11,0-2-8], [6:0-2-11,0-2-8], [9:0-1-12,0-4-8], [10:0-4-0,0-4-8], [11:0-1-12,0-4-8]
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 0.51 Vert(LL)-0.04 10-11 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.08 10-11 >999 180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.82 Horz(CT)0.01 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:182 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x6SPF No.2
WEBS 2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)8=3836/0-6-0,(min.0-3-6),12=4099/0-6-0,(min.0-3-10)
MaxHoriz12=-142(LC10)
MaxUplift8=-655(LC13),12=-700(LC12)
MaxGrav8=4332(LC2),12=4628(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-13=-3865/577,3-13=-3785/588,3-4=-3473/577,4-5=-3473/577,5-14=-3747/582,6-14=-3827/572,2-12=-3861/606,
6-8=-3830/602
BOTCHORD 11-17=-494/3402,17-18=-494/3402,10-18=-494/3402,10-19=-488/3368,9-19=-488/3368
WEBS 3-11=-74/432,2-11=-532/3832,3-10=-542/156,4-10=-428/2814,5-10=-492/148,5-9=-70/377,6-9=-528/3807
NOTES
1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:
Top chords connectedasfollows:2x4-1rowat0-9-0oc.
Bottom chords connectedas follows:2x6-2rows staggeredat0-7-0oc.
Webconnectedas follows:2x4-1rowat0-9-0oc.
2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to
distributeonly loadsnotedas(F)or(B),unlessotherwise indicated.
3)Unbalancedroof live loadshavebeen considered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=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 capableofwithstanding700 lbupliftat joint12and655lbupliftat 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)1088lbdownand164 lbupat1-5-4,1088 lbdownand164 lbupat3-5-4,
1088 lbdownand164 lbupat5-5-4,1088lbdownand164lbupat7-5-4,1088 lbdownand164 lbupat9-5-4,and1088 lbdownand164lbupat11-5-4,and1088 lb
downand164 lbupat13-5-4onbottomchord.Thedesign/selectionof such connectiondevice(s)istheresponsibilityofothers.
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-3Lot34
G01 1 22005781-12T CommonGirder JobReference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.TueOct1309:29:10 Page: 1
ID:kP81ziS6_lZFQw47gxGYD8yV7xN-8X2lQ9h8SQAobKsP3EynRDDN3hhcw_a1lu2bKmyTtrN
Continuedonpage 2
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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=-965(B),15=-965(B),16=-965(B),17=-965(B),18=-965(B),19=-965(B),20=-965(B)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
G01 1 22005781-12T CommonGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.Tue Oct1309:29:10 Page: 2
ID:kP81ziS6_lZFQw47gxGYD8yV7xN-8X2lQ9h8SQAobKsP3EynRDDN3hhcw_a1lu2bKmyTtrN
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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 7
2 6
3 5
4
T1 T1
W1 W1
B1 B2
W5
W3 W4
W2
W3W4
W2
Scale =1:46
Plate Offsets(X,Y):[2:0-4-10,0-3-0], [6:0-4-10,0-3-0], [8:0-5-8,Edge], [9:0-3-4,0-4-12], [11:0-4-0,0-4-12], [12:0-3-4,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.94 Vert(LL)-0.13 9-11 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.27 9-11 >999 180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.88 Horz(CT)0.04 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:299 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x6SP2400F2.0E
WEBS 2x4SPF No.2*Except*W1:2x6SPF No.2,W3:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)8=6438/0-6-0,(min.0-3-0),13=6990/0-6-0,(min.0-3-4)
MaxHoriz13=161(LC11)
MaxUplift8=-1094(LC13),13=-1186(LC12)
MaxGrav8=7267(LC2),13=7888(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-3=-8318/1252,3-14=-6836/1059,4-14=-6754/1089,4-15=-6754/1089,5-15=-6836/1059,5-6=-8301/1249,
2-13=-6142/964,6-8=-6146/963
BOTCHORD 13-16=-215/606,16-17=-215/606,17-18=-215/606,12-18=-215/606,12-19=-1104/7357,19-20=-1104/7357,
20-21=-1104/7357,11-21=-1104/7357,11-22=-1050/7341,10-22=-1050/7341,10-23=-1050/7341,23-24=-1050/7341,
9-24=-1050/7341,9-25=-118/543,25-26=-118/543,8-26=-118/543
WEBS 4-11=-834/5667,3-12=-190/1483,3-11=-1752/386,2-12=-974/7107,5-9=-186/1462,5-11=-1732/382,6-9=-979/7145
NOTES
1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:
Top chords connectedasfollows:2x4-1rowat0-6-0oc,2x6-2rows staggeredat0-9-0oc.
Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc.
Webconnectedas follows:2x4-1rowat0-9-0oc.
2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to
distributeonly loadsnotedas(F)or(B),unlessotherwise indicated.
3)Unbalancedroof live loadshavebeen considered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
6)Unbalanced snow loadshavebeen considered for thisdesign.
7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads.
8)AllplatesareMT20platesunlessotherwise indicated.
9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1186 lbupliftat joint13and1094lbupliftat joint8.
11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1090lbdownand162 lbupat0-11-4,1087 lbdownand164lbupat
2-11-4,1087 lbdownand164 lbupat4-11-4,1087lbdownand164lbupat6-11-4,1087 lbdownand164 lbupat8-11-4,1088 lbdownand164 lbupat10-11-4,1088lb
downand164 lbupat12-11-4,1088 lbdownand164 lbupat14-11-4,1088 lbdownand164lbupat16-11-4,1088 lbdownand164 lbupat18-11-4,and1088lbdown
and164 lbupat20-11-4,and1088 lbdownand164lbupat22-11-4onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers.
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
G02 1 22005781-12T CommonGirder JobReference(optional)
Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueOct1309:29:11 Page: 1
ID:wnqcrGngOL5HnDDVJpm7L2yV7wx-cjb7dVhmDkIfDURbcxT0zQmR851LfQ0B_Yo9tCyTtrM
Continuedonpage 2
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-4=-51,4-6=-51,6-7=-51,8-13=-20
ConcentratedLoads(lb)
Vert:9=-965(F),16=-967(F),17=-964(F),18=-964(F),19=-964(F),20=-964(F),21=-965(F),22=-965(F),23=-965(F),24=-965(F),25=-965(F),26=-965(F)
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
G02 1 22005781-12T CommonGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueOct1309:29:11 Page: 2
ID:wnqcrGngOL5HnDDVJpm7L2yV7wx-cjb7dVhmDkIfDURbcxT0zQmR851LfQ0B_Yo9tCyTtrM
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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
1 11
2 10
3 9
4 8
5 7
6
W1
T1 T1
W1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
Scale = 1:33.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.11 Horz(CT)0.00 12 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:78 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings15-6-0.
(lb)-Max Horiz20=145(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)14,15,17,18except
12=-111(LC13),13=-107(LC12),19=-110(LC13),20=-115
(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=-75/255,6-7=-75/256
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 to7-9-0, Corner(3R)7-9-0 to10-9-0,Exterior(2N)10-9-0 to16-4-12 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)17,18,15,14except(jt=lb)20=114,12=111,19=110,
13=107.
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-3Lot34
GE01 1 12005781-12T CommonSupportedGable Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.TueOct1309:29:11 Page: 1
ID:ZcfTwfqBqhQpYIzgU7iVHJyV8NI-cjb7dVhmDkIfDURbcxT0zQmd?59Cfc3B_Yo9tCyTtrM
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
612
30 16
151
2 14
3 13
4 12
5 11
106
97
8
W1
T1 T1
W1
B1 B2
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1
Scale = 1:47.5
Plate Offsets(X,Y):[24:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.00 16 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:142 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST7,ST6:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 8-23
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings28-0-0.
(lb)-Max Horiz30=-141(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)16,18,19,20,21,22,24,
25,26,27,28,30except17=-122(LC17),29=-126(LC16)
Max GravAllreactions250(lb)or lessat joint(s)16,17,18,19,20,21,
22,23,24,25,26,27,28,29,30
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 6-7=-109/290,7-8=-125/335,8-9=-125/335,9-10=-107/289
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-1-12 to3-1-12,Exterior(2N)3-1-12 to14-0-0, Corner(3R)14-0-0 to17-0-0,Exterior(2N)17-0-0 to27-10-4 zone;cantilever leftandrightexposed;end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
9)Gable studs spacedat2-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)30,16,24,25,26,27,28,22,21,20,19,18except(jt=lb)
29=126,17=122.
12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
GE02 1 12005781-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:12 Page: 1
ID:SNv_m1thuwwF0vHRjznRS9yV8NE-cjb7dVhmDkIfDURbcxT0zQme?59WfbBB_Yo9tCyTtrM
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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
21
15 14
8
1
2 7
3
4 6
5
T2
T1
T3
W1 W1
B1 B2
W2
W4
W3 W3 W2
ST6
ST7
ST4
ST5
ST3
ST2
ST1
ST6
ST7
ST4
ST5
ST3
ST2
ST1
Scale = 1:48.8
Plate Offsets(X,Y):[2:0-3-0,Edge], [15:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.69 Vert(LL)-0.01 13-14 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)-0.03 13-14 >999 180
TCDL 10.0 RepStress Incr YES WB 0.38 Horz(CT)0.01 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:160 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W4,W3:2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 5-14
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings8-6-0.except16=0-3-8,13=0-3-8
(lb)-Max Horiz21=151(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)except8=-158(LC17),
12=-204(LC16),17=-154(LC17),21=-211(LC16)
Max GravAllreactions250(lb)or lessat joint(s)9,10,11,18,19,20
except8=301(LC2),12=500(LC2),13=403(LC7),16=403
(LC7),17=416(LC23),21=404(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-39=-293/190,4-40=-359/210,40-41=-279/223,5-41=-261/239,5-42=-261/237,42-43=-325/212,6-43=-361/208,
2-21=-377/226,7-8=-274/166
WEBS 4-17=-549/109,6-12=-636/175
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 to14-0-0,Exterior(2R)14-0-0 to17-0-0, Interior(1)17-0-0 to27-10-4 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 tobearingplatecapableofwithstanding210 lbupliftatjoint21,157 lbupliftat joint8,153 lbupliftat joint17and204 lb
upliftat joint12.
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-3Lot34
GE03 1 12005781-12T CommonStructuralGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:12 Page: 1
ID:SBUGTTUhtbM?elgFCBBO0vyV8MR-4v9WqriO_1QWqe0nAf_FWeIfoVUxO?2KDCXiPeyTtrL
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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
32 18
1 17
2 16
3 15
4 14
5 13
6 12
7 11
108
9
W1
T1 T1
W1
B1 B2
ST6 ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
Scale = 1:45.4
Plate Offsets(X,Y):[9:0-2-0,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 0.19 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 0.16 Horz(CT)0.00 18 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:135 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST6:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings25-0-0.
(lb)-Max Horiz32=163(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)20,21,22,23,26,28,29,30
except18=-129(LC13),19=-138(LC17),31=-141(LC13),
32=-137(LC12)
Max GravAllreactions250(lb)or lessat joint(s)18,19,20,21,22,23,
24,25,26,28,29,30,31,32
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 7-8=-105/315,8-9=-96/276,9-10=-96/276,10-11=-105/315
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-0-10-12 to2-1-4,Exterior(2N)2-1-4 to12-6-0, Corner(3R)12-6-0 to15-6-0,Exterior(2N)15-6-0 to25-10-12 zone; cantilever leftandrightexposed ; end vertical
leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or 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)26,28,29,30,23,22,21,20except(jt=lb)32=137,18=128,
31=141,19=138.
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-3Lot34
GE04 1 12005781-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:12 Page: 1
ID:H4J59iMnTCzZp3L83NVp4ayV8Mc-4v9WqriO_1QWqe0nAf_FWeInZVVOO2UKDCXiPeyTtrL
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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 = 1:30.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 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:58 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings12-0-0.
(lb)-Max Horiz16=134(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)10,11,12,14,15,16
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 to2-0-0,Exterior(2N)2-0-0 to6-0-0, Corner(3R)6-0-0 to9-0-0,Exterior(2N)9-0-0 to12-10-12 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Gablerequires continuousbottom chordbearing.
9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
10)Gable studs spacedat2-0-0oc.
11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)16,10,14,15,12,11.
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-3Lot34
GE05 1 12005781-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:12 Page: 1
ID:TdD5anLfrbdIVGtfgpRGjAyV8K2-4v9WqriO_1QWqe0nAf_FWeInyVVRO3pKDCXiPeyTtrL
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
=3x4
3x4
=4x4
2x4
8
7 6
5
1
2
3
4
T1
W4
W1
B2B1
W3W2
ST3
ST4
ST2
ST1
Scale = 1:33.6
Plate Offsets(X,Y):[2:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.66 Vert(LL)0.06 5-7 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)-0.08 7 >999 180
TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:43 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x6SPF No.2*Except*B1:2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor8-5-9ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)5=297/0-1-8,(min.0-1-8),8=378/0-4-0,(min.0-1-8)
Max Horiz8=121(LC12)
Max Uplift5=-189(LC12),8=-179(LC12)
Max Grav5=386(LC23),8=431(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-16=-333/328,16-17=-287/332,17-18=-277/342,3-18=-244/344,2-8=-348/309
BOT CHORD 8-19=-449/263,19-20=-449/263,7-20=-449/263,6-7=-449/263,5-6=-454/267
WEBS 3-5=-305/522
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)-1-2-12 to1-9-4, Interior(1)1-9-4 to8-8-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces &
MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gable studs spacedat2-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface.
10)Providemechanical connection(byothers)of truss tobearingplateat joint(s)5.
11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding179 lbupliftatjoint8and189 lbupliftat joint5.
12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
GE06 1 12005781-12T Jack-ClosedStructuralGable Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:13 Page: 1
ID:M2ibUElAmKRV7BTuPMsPR1yV85J-Y6ju2Bj0lLYNSnb_kMVU2rrqyuoF7VgURsHFx5yTtrK
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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
3x4
=6x8 =6x8
3x4
8
7
6
1 5
2 4
3
T1 T1
W1 W1
B1
W3
W2 W2
Scale = 1:34.6
Plate Offsets(X,Y):[2:0-3-8,Edge], [4:0-3-8,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 0.78 Vert(LL)-0.07 6-7 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.43 Vert(CT)-0.14 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:69 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPF No.2*Except*W3:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-7ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=591/0-6-0,(min.0-1-8),8=591/0-6-0,(min.0-1-8)
Max Horiz8=145(LC15)
Max Uplift6=-105(LC17),8=-105(LC16)
Max Grav6=671(LC2),8=671(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-9=-574/178,9-10=-494/183,10-11=-467/188,3-11=-450/208,3-12=-450/208,12-13=-467/188,13-14=-494/183,
4-14=-574/178,2-8=-603/281,4-6=-603/281
WEBS 2-7=-15/338,4-7=-15/338
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 to7-9-0,Exterior(2R)7-9-0 to10-9-0, Interior(1)10-9-0 to16-4-12 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 tobearingplatecapableofwithstanding105 lbupliftatjoint8and105 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-3Lot34
T01 4 12005781-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:13 Page: 1
ID:WmFCMEFGnrKTlv3k59k0JHyV8F?-Y6ju2Bj0lLYNSnb_kMVU2rro2umS7WuURsHFx5yTtrK
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
3x4 3x4
11
10 9 8 7
6
51
42
3
T1 T1
W1 W1
B1 B2
W2 W2
W3 W4
W5
W4 W3
Scale = 1:49.2
Plate Offsets(X,Y):[1:0-2-12,0-2-0], [5:0-2-12,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.07 6-7 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.14 6-7 >999 180
TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.03 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:124 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W4,W5:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-14ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 2-8,4-8
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=981/Mechanical,(min.0-1-8),11=981/Mechanical,(min.
0-1-8)
Max Horiz11=-141(LC12)
Max Uplift6=-152(LC17),11=-152(LC16)
Max Grav6=1108(LC2),11=1108(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-12=-1505/221,2-12=-1422/243,2-13=-1167/241,13-14=-1064/258,3-14=-1064/274,3-15=-1064/274,
15-16=-1064/258,4-16=-1167/241,4-17=-1422/243,5-17=-1505/221,1-11=-1041/200,5-6=-1041/200
BOT CHORD 9-10=-205/1272,8-9=-205/1272,7-8=-166/1272
WEBS 1-10=-124/1165,5-7=-125/1165,2-8=-441/207,3-8=-70/595,4-8=-441/207
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to14-0-0,Exterior(2R)14-0-0 to17-0-0, Interior(1)17-0-0 to27-10-4 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding152 lbupliftatjoint11and152lbupliftat 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-3Lot34
T02 7 12005781-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:13 Page: 1
ID:tk25QxJObNymrgyhuiKB0LyV8Ew-Y6ju2Bj0lLYNSnb_kMVU2rrr0ulW7QMURsHFx5yTtrK
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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
13
12 11 10 9
8
1
2 7
3
4 6
5
T2
T1
T3
W1 W1
B1 B2
W2 W2
W3 W4
W5
W4 W3
Scale = 1:48.8
Plate Offsets(X,Y):[2:0-3-0,0-1-12], [7:Edge,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)-0.07 8-9 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.14 8-9 >999 180
TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.03 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:125 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W4,W5:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-15ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 4-10,6-10
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=980/Mechanical,(min.0-1-8),13=1035/0-6-0,(min.0-1-13)
Max Horiz13=151(LC13)
Max Uplift8=-152(LC17),13=-175(LC16)
Max Grav8=1107(LC2),13=1172(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-14=-1501/215,3-14=-1411/222,3-4=-1332/242,4-15=-1164/239,15-16=-1062/256,5-16=-1060/273,5-17=-1061/275,
17-18=-1062/259,6-18=-1165/242,6-19=-1420/243,7-19=-1503/221,2-13=-1105/250,7-8=-1040/200
BOT CHORD 11-12=-204/1262,10-11=-204/1262,9-10=-167/1270
WEBS 2-12=-86/1119,7-9=-125/1163,4-10=-432/205,5-10=-69/593,6-10=-441/207
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 to14-0-0,Exterior(2R)14-0-0 to17-0-0, Interior(1)17-0-0 to27-10-4 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned 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 tobearingplatecapableofwithstanding175 lbupliftatjoint13and152lbupliftat joint8.
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-3Lot34
T03 5 12005781-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:13 Page: 1
ID:YMCT02lYjekTwJfHWLQnWEyV8AU-Y6ju2Bj0lLYNSnb_kMVU2rrryulX7QNURsHFx5yTtrK
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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
12
11 10 9
8
71
2 6
3 5
4
T1 T1
W1 W1
B1 B2
W4
W3
W4
W3W2 W2
Scale = 1:45.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 Vert(LL)-0.12 8-9 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.57 Vert(CT)-0.24 11-12 >999 180
TCDL 10.0 RepStress Incr YES WB 0.87 Horz(CT)0.03 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:113 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud*Except*W4:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)8=928/0-6-0,(min.0-1-10),12=928/0-6-0,(min.0-1-10)
Max Horiz12=-163(LC14)
Max Uplift8=-157(LC17),12=-157(LC16)
Max Grav8=1051(LC2),12=1051(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-14=-1073/240,14-15=-959/244,4-15=-936/265,4-16=-936/265,16-17=-959/244,5-17=-1073/240
BOT CHORD 11-12=-198/882,10-11=-72/760,9-10=-72/760,8-9=-171/882
WEBS 4-9=-56/296,4-11=-56/296,3-12=-1196/249,5-8=-1196/249
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 to12-6-0,Exterior(2R)12-6-0 to15-6-0, Interior(1)15-6-0 to25-10-12 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding157 lbupliftatjoint12and157lbupliftat 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-3Lot34
T04 9 12005781-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:13 Page: 1
ID:GZLghH4UMx8dfTDTcWP76wyV8A3-Y6ju2Bj0lLYNSnb_kMVU2rrldukG7KaURsHFx5yTtrK
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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
5x6
1.5x4
3x4
=4x4
2x4
8
7 6
5
1
2
3
4
W1
T1
W4
B2B1
W3W2
Scale = 1:33.6
Plate Offsets(X,Y):[2:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.66 Vert(LL)0.06 5-7 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)-0.08 7 >999 180
TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:36 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x6SPF No.2*Except*B1:2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor8-5-9ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)5=297/0-1-8,(min.0-1-8),8=378/0-4-0,(min.0-1-8)
Max Horiz8=121(LC12)
Max Uplift5=-189(LC12),8=-179(LC12)
Max Grav5=386(LC23),8=431(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-8=-348/309,2-9=-333/328,9-10=-287/332,10-11=-277/342,3-11=-244/344
BOT CHORD 8-12=-449/263,12-13=-449/263,7-13=-449/263,6-7=-449/263,5-6=-454/267
WEBS 3-5=-305/522
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)-1-2-12 to1-9-4, Interior(1)1-9-4 to8-8-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces &
MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface.
7)Providemechanical connection(byothers)of truss tobearingplateat joint(s)5.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding179 lbupliftatjoint8and189 lbupliftat joint5.
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-3Lot34
T06 4 12005781-12T Jack-Closed Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:14 Page: 1
ID:cssifZhTd?8as0rhQ1kT3GyV846-0IHGFXkeWfgE4x9AI41jb3O?hI8UsywdgW0pTXyTtrJ
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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(LC16)
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-3Lot34
V01 1 12005781-12T Valley Job Reference(optional)
Run:8.4 S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.TueOct1309:29:14 Page: 1
ID:FeaG2OVpVChHzY8kbkFxNJyV8P?-0IHGFXkeWfgE4x9AI41jb3O67IADszddgW0pTXyTtrJ
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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(LC21)
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-3Lot34
V02 1 12005781-12T Valley Job Reference(optional)
Run:8.4 S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.TueOct1309:29:14 Page: 1
ID:jq7eFkWRGVp8aijw9SmAvXyV8P_-0IHGFXkeWfgE4x9AI41jb3O6zIBoszMdgW0pTXyTtrJ
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
612
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:20.7
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 withStabilizer
Installationguide.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-3Lot34
V03 1 12005781-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:14 Page: 1
ID:jq7eFkWRGVp8aijw9SmAvXyV8P_-0IHGFXkeWfgE4x9AI41jb3O5hI8GszpdgW0pTXyTtrJ
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
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%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-0-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
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-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding29 lbupliftat joint1and29 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
V04 1 12005781-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:14 Page: 1
ID:jq7eFkWRGVp8aijw9SmAvXyV8P_-0IHGFXkeWfgE4x9AI41jb3O7VIA9s_RdgW0pTXyTtrJ
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
612
1 7
62
53
4
T1 T1
B1 B2
ST3
ST2
ST1
ST2
ST1
Scale = 1:42.3
Plate Offsets(X,Y):[12:0-2-0,0-1-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.00 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:73 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings23-8-1.
(lb)-Max Horiz1=102(LC16)
Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-106(LC17),
9=-120(LC17),11=-120(LC16),13=-107(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,7except8=345(LC
2),9=381(LC23),10=337(LC2),11=381(LC22),13=345
(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 4-10=-253/0,3-11=-307/171,5-9=-307/171
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to11-10-8,Exterior(2R)11-10-8to14-10-8, Interior(1)14-10-8 to23-8-9 zone;cantilever leftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Allplatesare1.5x4MT20unlessotherwise indicated.
6)Gablerequires continuousbottom chordbearing.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)11=120,13=106,9=120,8=105.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
V05 1 12005781-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:14 Page: 1
ID:8PpmumYKZQCiR9SVqaKtX9yV8Ox-0IHGFXkeWfgE4x9AI41jb3O6pIBgsyodgW0pTXyTtrJ
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
612
=4x4
1.5x4
1 5
42
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale =1:35.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.20 Horiz(TL)0.00 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:56 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings19-8-1.
(lb)-MaxHoriz1=-84(LC17)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-162(LC17),
9=-163(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=509(LC
23),7=448(LC2),9=509(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-14=-145/266,14-15=-96/269,2-15=-85/345,3-16=0/306,3-17=0/306,4-18=-69/345,18-19=-81/269,5-19=-92/266
WEBS 3-7=-414/72,2-9=-369/197,4-6=-369/197
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to9-10-8,Exterior(2R)9-10-8 to12-10-8, Interior(1)12-10-8 to19-8-9 zone; cantileverleftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)5except(jt=lb)9=162,6=161.
8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
V06 1 12005781-12T Valley Job Reference(optional)
Run:8.4 S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.TueOct1309:29:15 Page: 1
ID:gDFOgQYho73rq?tIHtpe_yyV8Oy-0IHGFXkeWfgE4x9AI41jb3O4gI9csxOdgW0pTXyTtrJ
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
612
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale =1:29.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:43 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings15-8-1.
(lb)-MaxHoriz1=67(LC16)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-124(LC17),
8=-125(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=410(LC
23),7=343(LC2),8=410(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 3-7=-272/75,2-8=-317/189,4-6=-317/189
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to7-10-8,Exterior(2R)7-10-8 to10-10-8, Interior(1)10-10-8 to15-8-9 zone; cantileverleftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=125,6=124.
8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
V07 1 12005781-12T Valley Job Reference(optional)
Run:8.4 S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.TueOct1309:29:15 Page: 1
ID:gDFOgQYho73rq?tIHtpe_yyV8Oy-VUreTtlGHyp5h5kMrnYy8GwHLiX6bQImvAmM0zyTtrI
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
612
=4x4
1 3
2
T1 T1
B1
ST1
Scale =1:23.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:29 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=9/11-8-1,(min.0-1-8),3=9/11-8-1,(min.0-1-8),
4=808/11-8-1,(min.0-1-8)
MaxHoriz1=-49(LC21)
MaxUplift1=-59(LC23),3=-59(LC22),4=-132(LC16)
Max Grav1=67(LC35),3=67(LC36),4=914(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-9=-250/473,2-9=-235/537,2-10=-232/537,3-10=-247/469
BOTCHORD 1-4=-440/302,3-4=-440/302
WEBS 2-4=-698/378
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to5-10-8,Exterior(2R)5-10-8 to8-10-8, Interior(1)8-10-8 to11-8-9 zone;cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding59 lbupliftatjoint1,59lbupliftat joint3and132lbupliftat joint4.
8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
V08 1 12005781-12T Valley Job Reference(optional)
Run:8.4 S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.TueOct1309:29:15 Page: 1
ID:C1h0T4X31px?CsI6j9HPSkyV8Oz-VUreTtlGHyp5h5kMrnYy8GwChiSzbPwmvAmM0zyTtrI
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:19.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:19 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor7-8-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=49/7-8-1,(min.0-1-8),3=49/7-8-1,(min.0-1-8),4=445/7-8-1,
(min.0-1-8)
Max Horiz1=-31(LC21)
Max Uplift1=-13(LC16),3=-19(LC17),4=-63(LC16)
Max Grav1=95(LC22),3=95(LC23),4=503(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-344/245
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to3-10-8,Exterior(2R)3-10-8 to6-10-8, Interior(1)6-10-8 to7-8-9zone; cantileverleftandrightexposed ; endvertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding13 lbupliftat joint1,19 lbupliftatjoint3and63 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
V09 1 12005781-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:15 Page: 1
ID:C1h0T4X31px?CsI6j9HPSkyV8Oz-VUreTtlGHyp5h5kMrnYy8GwIxiWibQUmvAmM0zyTtrI
DE Job # 77749-W1
Dansco Engineering, LLC
Date: 10/13/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6 12
=3x4
1 3
2
T1 T1
B1
Scale = 1:17.3
Plate Offsets(X,Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:7 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=130/3-8-1,(min.0-1-8),3=130/3-8-1,(min.0-1-8)
Max Horiz1=-14(LC21)
Max Uplift1=-21(LC16),3=-21(LC17)
Max Grav1=147(LC2),3=147(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
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 tobearingplatecapableofwithstanding21 lbupliftat joint1and21 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-3Lot34
V10 1 12005781-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueOct1309:29:15 Page: 1
ID:C1h0T4X31px?CsI6j9HPSkyV8Oz-VUreTtlGHyp5h5kMrnYy8GwJWiX6bRhmvAmM0zyTtrI