HomeMy WebLinkAbout42240027 - WWC 27 - 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: 2005377-12T
101 truss design(s)
75651-W1
07/10/2020
Samuel A. Greenberg, P.E.
Indiana Reg. #19700485
Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments.
675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall
be provided to the building official as required by the General Administrative Rules (675 IAC 12) for
Class 1 structures or by local ordinance for Class 2 structures.
Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural
gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length
is the distance from the top chord to bottom chord.
The seal on these drawings indicate acceptance of professional engineering
responsibility solely for the truss components shown. The suitability and use of this
component for any particular building is the responsibility of the building designer, per
ANSI/TPI 1-2014 Chapter 2.
Warning !—Verify design parameters and read notes before use.
These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of
design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is
for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication,
quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss
Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate
Institute, 583 D’Onofrio Drive, Madison, WI 53719
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4.99 12
3
1
2
T1
B1
Scale = 1:19.2
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)-0.023-6>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)-0.043-6>999180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.00 1n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:11 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-7-7ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=61/0-10-13,(min.0-1-8),2=82/Mechanical,(min.0-1-8),
3=41/Mechanical,(min.0-1-8)
Max Horiz1=82(LC16)
Max Uplift1=-57(LC29),2=-51(LC12)
Max Grav1=118(LC18),2=130(LC18),3=75(LC7)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Refer togirder(s) for truss to truss connections.
6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding57 lbupliftat joint1and51 lbupliftat joint2.
7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)64 lbdownand16 lbupat2-4-0on top chord,and11 lbdownand14lb
upat2-4-0onbottom chord.Thedesign/selectionofsuchconnectiondevice(s)is theresponsibilityofothers.
9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
ConcentratedLoads(lb)
Vert:8=2(B)
TrapezoidalLoads(lb/ft)
Vert:1=0(F=25,B=25)-to-5=-6(F=22,B=22),5=-6(F=22,B=22)-to-7=-30(F=10,B=10),7=-30(F=10,B=10)-to-2=-59(F=-4,B=-4),4=0(F=10,B=10)-to-6=-3
(F=9,B=9),6=-3(F=9,B=9)-to-8=-12(F=4,B=4),8=-12(F=4,B=4)-to-3=-23(F=-2,B=-2)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J01 1 12005377-12T Jack-Open Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:16 Page: 1
ID:nU6qM405q6iasZKuIxt3lYyeKHo-fpoYqjQMBk9pLmsMhcC1LVA?J7dTGtXxvzs64uyzSbP
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
1 4
2
3
T1
B1
Scale = 1:21.5
Plate Offsets(X,Y):[2:Edge,0-0-3]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)0.004-7>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(CT)0.004-7>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:5 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-1-12ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=136/0-6-0,(min.0-1-8),3=10/Mechanical,(min.0-1-8),
4=-3/Mechanical,(min.0-1-8)
Max Horiz2=67(LC16)
Max Uplift2=-44(LC16),3=-14(LC16),4=-19(LC22)
Max Grav2=196(LC23),3=15(LC30),4=15(LC20)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding44 lbupliftat joint2,19 lbupliftatjoint4and14 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-WoodsideatWest ClayLot27
J02 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:16 Page: 1
ID:bZMOMuGCQ3uNQ1bzfwmXETyeKIm-fpoYqjQMBk9pLmsMhcC1LVA1M7fkGtXxvzs64uyzSbP
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4.9912
3x4
2x4
5
4
1
2
3
W1
T1
B1
Scale = 1:25.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.034-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(CT)-0.034-5>999180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.05 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:14 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-3ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=67/Mechanical,(min.0-1-8),4=29/Mechanical,(min.0-1-8),
5=155/0-9-11,(min.0-1-8)
Max Horiz5=86(LC11)
Max Uplift3=-59(LC12),4=-18(LC9),5=-64(LC30)
Max Grav3=117(LC19),4=70(LC7),5=236(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding64 lbupliftat joint5,59 lbupliftatjoint3and18 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)92 lbdownand44 lbupat2-1-14on top chord,and57 lbdownand57 lb
upat2-1-14onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers.
10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51
ConcentratedLoads(lb)
Vert:8=0(B)
TrapezoidalLoads(lb/ft)
Vert:2=-2(F=24,B=24)-to-7=-28(F=12,B=12),7=-28(F=12,B=12)-to-3=-56(F=-3,B=-3),5=0(F=10,B=10)-to-8=-11(F=5,B=5),8=-11(F=5,B=5)-to-4=-22
(F=-1,B=-1)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J03 1 12005377-12T Jack-Open Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:16 Page: 1
ID:rB5nDfqVHO0DniNa9p2YQSyeKGm-fpoYqjQMBk9pLmsMhcC1LVA?N7dGGtXxvzs64uyzSbP
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=3x4
3x5
5
4
1
2
3
W1
T1
B1
Scale = 1:26.4
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)0.004-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT)0.004-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:6 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-1-14ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=5/Mechanical,(min.0-1-8),4=7/Mechanical,(min.0-1-8),
5=107/0-6-0,(min.0-1-8)
Max Horiz5=-74(LC14)
Max Uplift3=-52(LC16),4=-52(LC13),5=-25(LC14)
Max Grav3=45(LC14),4=62(LC14),5=150(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding25 lbupliftat joint5,52 lbupliftatjoint4and52 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-WoodsideatWest ClayLot27
J04 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:17 Page: 1
ID:QoqMuBAd?oDtIPFB?T4tE4yeKHc-7?Mw23R_x1HgzwRZFJjGtjj9KWyY?Km58cbfcKyzSbO
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
5x6
4x6
5
4
1
2
3
W1
T1
B1
Scale = 1:24.7
Plate Offsets(X,Y):[2:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)0.014-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)0.014-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.09 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:10 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-12ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=50/Mechanical,(min.0-1-8),4=24/Mechanical,(min.0-1-8),
5=142/0-6-0,(min.0-1-8)
Max Horiz5=96(LC13)
Max Uplift3=-85(LC16),4=-24(LC16)
Max Grav3=83(LC30),4=53(LC14),5=209(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-9-12 to2-2-4, Interior(1)2-2-4 to2-6-0 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for
reactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding85 lbupliftat joint3and24 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-WoodsideatWest ClayLot27
J05 7 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:17 Page: 1
ID:Rtx49R_H_hnESsRG_lJq?PyeKGY-7?Mw23R_x1HgzwRZFJjGtjj5vWwF?Km58cbfcKyzSbO
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
3x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:21.2
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)0.004-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(CT)0.004-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.02 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:8 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-3-12ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=43/Mechanical,(min.0-1-8),4=20/Mechanical,(min.0-1-8),
5=134/0-6-0,(min.0-1-8)
Max Horiz5=76(LC16)
Max Uplift3=-61(LC16),4=-10(LC16)
Max Grav3=66(LC23),4=40(LC7),5=196(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding61 lbupliftat joint3and10 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-WoodsideatWest ClayLot27
J06 17 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:17 Page: 1
ID:rSdCnT19Hc9oJJArftsXc2yeKGV-7?Mw23R_x1HgzwRZFJjGtjjBIWzO?Km58cbfcKyzSbO
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4.9912
2x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:21.6
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.26 Vert(LL)0.014-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)-0.014-5>999180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:13 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x6SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-12ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=50/Mechanical,(min.0-1-8),4=19/Mechanical,(min.0-1-8),
5=153/0-9-11,(min.0-1-8)
Max Horiz5=73(LC11)
Max Uplift3=-56(LC16),5=-66(LC16)
Max Grav3=88(LC19),4=54(LC7),5=256(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding66 lbupliftat joint5and56 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51
TrapezoidalLoads(lb/ft)
Vert:2=-3(F=24,B=24)-to-3=-51(F=0,B=0),5=0(F=10,B=10)-to-4=-20(F=0,B=0)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J08 1 12005377-12T Jack-Open Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:18 Page: 1
ID:1fv4MU_jgu6bISi1nzn2JiyeKFG-bCwIFPSciLPXb30lp1EVQwGLywKCkn0ENGLD9nyzSbN
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
3.8412
1.5x4
1.5x4
4
3
1
W1
T1
B1
Scale = 1:16.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)0.003-4>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.03 Vert(CT)0.003-4>999180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.01 2n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:7 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=26/Mechanical,(min.0-1-8),3=11/Mechanical,(min.0-1-8),
4=19/0-3-8,(min.0-1-8)
Max Horiz4=36(LC11)
Max Uplift2=-50(LC16),3=-3(LC29),4=-38(LC10)
Max Grav2=43(LC18),3=32(LC7),4=37(LC18)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Refer togirder(s) for truss to truss connections.
6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint4,50 lbupliftatjoint2and3 lbupliftat joint3.
7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
8)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
TrapezoidalLoads(lb/ft)
Vert:1=0(F=25,B=25)-to-2=-34(F=8,B=8),4=0(F=10,B=10)-to-3=-13(F=3,B=3)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J09 1 12005377-12T Jack-Open Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:18 Page: 1
ID:Z?OYImNQv1GvlXkMDOto9fyeKEl-bCwIFPSciLPXb30lp1EVQwGOswLNkn0ENGLD9nyzSbN
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
1.5x4
=1.5x4
4
3
1
2
T1
W1
B1
Scale = 1:16.4
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL)0.003-4>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT)0.003-4>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 2n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:6 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=45/Mechanical,(min.0-1-8),3=21/Mechanical,(min.0-1-8),
4=66/0-3-8,(min.0-1-8)
Max Horiz4=36(LC13)
Max Uplift2=-38(LC16)
Max Grav2=60(LC22),3=36(LC7),4=83(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Refer togirder(s) for truss to truss connections.
6)Bearingat joint(s)4considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint2.
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-WoodsideatWest ClayLot27
J10 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:18 Page: 1
ID:D?TMZV66VMso?DOGQEsjqPyeK7M-bCwIFPSciLPXb30lp1EVQwGOUwL3kn0ENGLD9nyzSbN
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4.9912
3x8
4
3
1
2
T1
W1
B1
Scale = 1:20.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.53 Vert(LL)0.043-4>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)-0.083-4>801180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.04 2n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:14 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x6SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=139/Mechanical,(min.0-1-8),3=67/Mechanical,(min.
0-1-8),4=104/0-6-11,(min.0-1-8)
Max Horiz4=64(LC16)
Max Uplift2=-98(LC12),4=-56(LC29)
Max Grav2=201(LC18),3=106(LC7),4=175(LC18)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4.
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Refer togirder(s) for truss to truss connections.
6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding98 lbupliftat joint2and56 lbupliftat joint4.
7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)25 lbdownand47 lbupat3-5-0on top chord,and4lbdownand0 lbup
at3-5-0onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers.
9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
ConcentratedLoads(lb)
Vert:6=-4(B)
TrapezoidalLoads(lb/ft)
Vert:1=0(F=25,B=25)-to-5=-37(F=7,B=7),5=-37(F=7,B=7)-to-2=-82(F=-16,B=-16),4=0(F=10,B=10)-to-6=-14(F=3,B=3),6=-14(F=3,B=3)-to-3=-32
(F=-6,B=-6)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J11 1 12005377-12T Jack-Open Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:18 Page: 1
ID:EM6VPZ8QUTakhHOcvbtemKyeK61-bCwIFPSciLPXb30lp1EVQwGHlwHXkn0ENGLD9nyzSbN
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4.9912
=3x4
3x5
5
4
1
2
3
W1
T1
B1
Scale = 1:24.9
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.98 Vert(LL)0.184-5>460240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.244-5>350180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.13 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:21 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x6SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=223/Mechanical,(min.0-1-8),4=98/Mechanical,(min.
0-1-8),5=276/0-9-11,(min.0-1-8)
Max Horiz5=125(LC12)
Max Uplift3=-180(LC12),5=-63(LC12)
Max Grav3=282(LC19),4=149(LC7),5=316(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-5=-287/92
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding63 lbupliftat joint5and180 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)75 lbdownand40 lbupat2-8-3,and93 lbdownand77 lbupat5-1-0on
top chord,and20 lbdownand22 lbupat2-8-3,and23 lbdownand24 lbupat5-1-0onbottom chord.Thedesign/selectionofsuchconnectiondevice(s)is the
responsibilityofothers.
10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51
ConcentratedLoads(lb)
Vert:8=-29(F),9=0(F),10=-4(F)
TrapezoidalLoads(lb/ft)
Vert:2=-3(F=24,B=24)-to-6=-28(F=11,B=11),6=-28(F=11,B=11)-to-7=-34(F=8,B=8),7=-34(F=8,B=8)-to-8=-65(F=-7,B=-7),8=-65(F=-7,B=-7)-to-3=-93
(F=-21,B=-21),5=0(F=10,B=10)-to-9=-13(F=4,B=4),9=-13(F=4,B=4)-to-10=-25(F=-3,B=-3),10=-25(F=-3,B=-3)-to-4=-37(F=-8,B=-8)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J12 1 12005377-12T Jack-PartialGirder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:19 Page: 1
ID:BpLy5V_L?_Oo51l30I83c5yeK4x-3OUgTlSFTfXOCDaxNklkz8oLOKZ0TEGNbw4mhDyzSbM
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
9 12
3x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:20.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.004-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)0.004-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:6 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-5-6ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=15/Mechanical,(min.0-1-8),4=9/Mechanical,(min.0-1-8),
5=120/0-6-0,(min.0-1-8)
Max Horiz5=59(LC13)
Max Uplift3=-41(LC16),4=-15(LC16)
Max Grav3=32(LC30),4=27(LC14),5=171(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint4and41 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-WoodsideatWest ClayLot27
J13 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:19 Page: 1
ID:ipCIBjMjF?rBs2m3zNCsV7yeK5l-3OUgTlSFTfXOCDaxNklkz8oXRKgcTEGNbw4mhDyzSbM
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=3x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:22
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.014-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)0.014-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:10 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-6ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=54/Mechanical,(min.0-1-8),4=26/Mechanical,(min.0-1-8),
5=155/0-6-0,(min.0-1-8)
Max Horiz5=91(LC16)
Max Uplift3=-73(LC16),4=-10(LC16)
Max Grav3=88(LC23),4=49(LC7),5=215(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to2-8-10zone; cantilever leftandrightexposed;endvertical leftandrightexposed;C-C formembersand forces&MWFRS for
reactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding73 lbupliftat joint3and10 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-WoodsideatWest ClayLot27
J14 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:20 Page: 1
ID:6OtRpkObYwDljVVeeVlZ7myeK5i-Xa23g5TtEyfFqN98wSGzVLLgRk_KChWXqaqJDfyzSbL
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
5x6
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:24.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.51 Vert(LL)0.034-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)-0.034-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.06 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:13 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-2-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=90/Mechanical,(min.0-1-8),4=44/Mechanical,(min.0-1-8),
5=201/0-6-0,(min.0-1-8)
Max Horiz5=134(LC16)
Max Uplift3=-105(LC16),4=-6(LC16)
Max Grav3=154(LC23),4=76(LC7),5=271(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to4-1-8 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for
reactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding105 lbupliftatjoint3and6 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-WoodsideatWest ClayLot27
J15 22 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:20 Page: 1
ID:XzZZRmQUrrbKazDDJdJHkOyeK5f-Xa23g5TtEyfFqN98wSGzVLLecky9ChWXqaqJDfyzSbL
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=3x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:22
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.014-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)0.014-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:10 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-6ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=54/Mechanical,(min.0-1-8),4=26/Mechanical,(min.0-1-8),
5=155/0-6-0,(min.0-1-8)
Max Horiz5=91(LC16)
Max Uplift3=-73(LC16),4=-10(LC16)
Max Grav3=88(LC23),4=49(LC7),5=215(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to2-8-10zone; cantilever leftandrightexposed;endvertical leftandrightexposed;C-C formembersand forces&MWFRS for
reactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding73 lbupliftat joint3and10 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-WoodsideatWest ClayLot27
J16 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:20 Page: 1
ID:B5sOfJB??CXOdfYKVMx2ogyeK4g-Xa23g5TtEyfFqN98wSGzVLLgRk_KChWXqaqJDfyzSbL
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
9 12
3x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:20.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.004-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)0.004-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:6 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-5-6ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=15/Mechanical,(min.0-1-8),4=9/Mechanical,(min.0-1-8),
5=120/0-6-0,(min.0-1-8)
Max Horiz5=59(LC13)
Max Uplift3=-41(LC16),4=-15(LC16)
Max Grav3=32(LC30),4=27(LC14),5=171(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint4and41 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-WoodsideatWest ClayLot27
J17 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:20 Page: 1
ID:7T_84?DFXpn6tyhjdnzWt5yeK4e-Xa23g5TtEyfFqN98wSGzVLLiBk0rChWXqaqJDfyzSbL
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4.9912
=3x4
3x5
5
4
1
2
3
W1
T1
B1
Scale = 1:26.4
Plate Offsets(X,Y):[2:0-0-10,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 Vert(LL)0.194-5>444240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.53 Vert(CT)-0.254-5>344180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.14 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:21 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x6SPF 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)3=225/Mechanical,(min.0-1-8),4=100/Mechanical,(min.
0-1-8),5=254/0-9-11,(min.0-1-8)
Max Horiz5=120(LC12)
Max Uplift3=-181(LC12),5=-64(LC30)
Max Grav3=284(LC19),4=150(LC7),5=294(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-5=-267/83
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding64 lbupliftat joint5and181 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)75 lbdownand40 lbupat2-8-3,and93 lbdownand77 lbupat5-1-0on
top chord,and20 lbdownand22 lbupat2-8-3,and23 lbdownand24 lbupat5-1-0onbottom chord.Thedesign/selectionofsuchconnectiondevice(s)is the
responsibilityofothers.
10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51
ConcentratedLoads(lb)
Vert:8=-29(B),9=0(B),10=-4(B)
TrapezoidalLoads(lb/ft)
Vert:2=-3(F=24,B=24)-to-6=-28(F=11,B=11),6=-28(F=11,B=11)-to-7=-34(F=8,B=8),7=-34(F=8,B=8)-to-8=-65(F=-7,B=-7),8=-65(F=-7,B=-7)-to-3=-93
(F=-21,B=-21),5=0(F=10,B=10)-to-9=-13(F=4,B=4),9=-13(F=4,B=4)-to-10=-25(F=-3,B=-3),10=-25(F=-3,B=-3)-to-4=-37(F=-8,B=-8)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J18 1 12005377-12T Jack-PartialGirder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:21 Page: 1
ID:yAPGUgiL66qRg6lPzBhuVXyeK40-0mcRtRUV?Gn6SXkKU9nC2Zuhe8ENx8mg3EZtl5yzSbK
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
3.84 12
3x4
2x4
4
3
1
W1
T1
B1
Scale = 1:18.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.39 Vert(LL)-0.033-4>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(CT)-0.053-4>999180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.03 2n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:13 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-4-3ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=108/Mechanical,(min.0-1-8),3=51/Mechanical,(min.
0-1-8),4=80/0-5-6,(min.0-1-8)
Max Horiz4=51(LC11)
Max Uplift2=-69(LC12),4=-59(LC29)
Max Grav2=160(LC18),3=90(LC7),4=137(LC18)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Refer togirder(s) for truss to truss connections.
6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding59 lbupliftat joint4and69 lbupliftat joint2.
7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)26 lbdownand43 lbupat3-1-13on top chord,and10 lbdownat3-1-13
onbottom chord.Thedesign/selectionofsuch connectiondevice(s)is theresponsibilityofothers.
9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
ConcentratedLoads(lb)
Vert:6=-3(F)
TrapezoidalLoads(lb/ft)
Vert:1=0(F=25,B=25)-to-5=-39(F=6,B=6),5=-39(F=6,B=6)-to-2=-68(F=-9,B=-9),4=0(F=10,B=10)-to-6=-15(F=2,B=2),6=-15(F=2,B=2)-to-3=-27(F=-3,
B=-3)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J19 1 12005377-12T Jack-Open Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:21 Page: 1
ID:veejAcYFdceV3s6s3tyJKIyeK2w-0mcRtRUV?Gn6SXkKU9nC2Zuq88JDx8mg3EZtl5yzSbK
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
1.5x4
1.5x4
4
3
1
W1
T1
B1
Scale = 1:17.2
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 Vert(LL)0.003-4>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT)0.003-4>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 2n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:5 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-10-8ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=42/Mechanical,(min.0-1-8),3=19/Mechanical,(min.0-1-8),
4=61/Mechanical,(min.0-1-8)
Max Horiz4=40(LC13)
Max Uplift2=-38(LC16)
Max Grav2=55(LC22),3=33(LC7),4=75(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Refer togirder(s) for truss to truss connections.
6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint2.
7)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-WoodsideatWest ClayLot27
J20 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:22 Page: 1
ID:QqvnYOIetzg6D1k3Xlc9fayeK4X-Uz9p5nV7mavz4hJW2tJRamQ4IXisgb0qHuJQIYyzSbJ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
5 12
1.5x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:19.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)0.014-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.004-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:8 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-15ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=38/Mechanical,(min.0-1-8),4=18/Mechanical,(min.0-1-8),
5=170/0-4-0,(min.0-1-8)
Max Horiz5=54(LC13)
Max Uplift3=-36(LC16),4=-16(LC13),5=-64(LC12)
Max Grav3=55(LC23),4=40(LC7),5=234(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-4-3 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)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding64 lbupliftat joint5,36 lbupliftatjoint3and16 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-WoodsideatWest ClayLot27
J21 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:22 Page: 1
ID:w_Gs0gaackMRmw6BYEzFHDyeK1b-Uz9p5nV7mavz4hJW2tJRamQ34XhVgb0qHuJQIYyzSbJ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
3.5412
3x4
3x4
5
4
1
2
W1
T1
B1
Scale = 1:21.5
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)0.074-5>943240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)-0.094-5>784180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.04 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:18 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x6SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=134/Mechanical,(min.0-1-8),4=57/Mechanical,(min.
0-1-8),5=226/0-4-15,(min.0-1-8)
Max Horiz5=71(LC8)
Max Uplift3=-92(LC12),4=-24(LC9),5=-161(LC8)
Max Grav3=190(LC19),4=107(LC7),5=298(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-5=-274/146
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4.
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding161 lbupliftatjoint5,92 lbupliftat joint3and24 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)16 lbdownand35 lbupat3-6-0,and25 lbdownand41 lbupat3-6-0on
top chord,and2 lbdownand27lbupat3-6-0,and5 lbdownand28 lbupat3-6-0onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibility
ofothers.
10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-6=-51
ConcentratedLoads(lb)
Vert:8=1(F=0,B=1)
TrapezoidalLoads(lb/ft)
Vert:6=1(F=26,B=26)-to-2=-3(F=24,B=24),2=-3(F=24,B=24)-to-7=-44(F=4,B=4),7=-44(F=4,B=4)-to-3=-79(F=-14,B=-14),5=0(F=10,B=10)-to-8=-17
(F=2,B=2),8=-17(F=2,B=2)-to-4=-31(F=-6,B=-6)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J22 1 12005377-12T DiagonalHip Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:22 Page: 1
ID:DQIDlJUcxmpoGSLcRUqqp1yeK0Q-Uz9p5nV7mavz4hJW2tJRamQ_9XeNgb0qHuJQIYyzSbJ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
5 12
3x4
=1.5x4
5
4
1
2
3
W1
T1
B1
Scale = 1:17.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.004-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.004-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:8 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-15ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=29/Mechanical,(min.0-1-8),4=14/Mechanical,(min.0-1-8),
5=180/0-3-8,(min.0-1-8)
Max Horiz5=55(LC13)
Max Uplift3=-32(LC16),4=-17(LC13),5=-71(LC12)
Max Grav3=41(LC23),4=36(LC7),5=250(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-4-3 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)Refer togirder(s) for truss to truss connections.
7)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint3,17 lbupliftatjoint4and71 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-WoodsideatWest ClayLot27
J23 1 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:23 Page: 1
ID:S3EvM8mcreNAhNKGUbG?wbyeK1L-y9jBI7WlXt1qhrujcaqg7_zDSx1sP1GzWY2zq_yzSbI
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
2x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:19.5
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.064-5>826240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(CT)0.054-5>977180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:13 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=89/Mechanical,(min.0-1-8),4=42/Mechanical,(min.0-1-8),
5=239/0-3-8,(min.0-1-8)
Max Horiz5=80(LC16)
Max Uplift3=-69(LC16),4=-24(LC13),5=-84(LC12)
Max Grav3=137(LC23),4=77(LC7),5=322(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-5=-285/194
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 to4-5-4 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)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding84 lbupliftat joint5,69 lbupliftatjoint3and24 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-WoodsideatWest ClayLot27
J24 15 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:23 Page: 1
ID:WJHjMKzKHNz_hlzULb3S_hyeK?n-y9jBI7WlXt1qhrujcaqg7_zCTx_ZP1GzWY2zq_yzSbI
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=3x4
3x4
5
4
1
2
3
W1
T1
B1
Scale = 1:21.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)0.034-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(CT)-0.044-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:14 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=102/Mechanical,(min.0-1-8),4=49/Mechanical,(min.
0-1-8),5=241/0-6-0,(min.0-1-8)
Max Horiz5=86(LC16)
Max Uplift3=-75(LC16),5=-43(LC16)
Max Grav3=155(LC23),4=85(LC7),5=316(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-5=-280/204
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 to4-8-4 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for
reactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding43 lbupliftat joint5and75 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-WoodsideatWest ClayLot27
J25 2 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:24 Page: 1
ID:?xTwYyBa6_7e36d8dDCOz9yeHVP-y9jBI7WlXt1qhrujcaqg7_zBsx?SP1GzWY2zqzyzSbI
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1.5x4
3x4
1.5x4
3x4
8 7
1
2
6 5
3
4
W1
T1
B1
B2 B3
W2
Scale = 1:25.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)0.04 7>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)-0.05 7>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.02 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:16 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)4=96/Mechanical,(min.0-1-8),5=54/Mechanical,(min.0-1-8),
8=241/0-6-0,(min.0-1-8)
Max Horiz8=86(LC16)
Max Uplift4=-58(LC16),5=-7(LC16),8=-43(LC16)
Max Grav4=140(LC23),5=71(LC7),8=316(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-8=-283/182
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 to4-8-4 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for
reactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding43 lbupliftat joint8,58 lbupliftatjoint4and7 lbupliftat joint5.
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-WoodsideatWest ClayLot27
J26 6 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:24 Page: 1
ID:6dAZZykl2JL1VGjrOEWUR8yeHW?-QLHZWSWNIB9hJ_Tv9HLvfBVOdLKf8UV7lCoXMQyzSbH
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
1.5x4
2x4
1.5x4
6x6
9
8 7
1
2
6 5
3
4
W1
T1
B1
B2 B3
W2
Scale = 1:27.4
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)0.00 7>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.00 7>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:11 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-7-15ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)4=48/Mechanical,(min.0-1-8),5=30/Mechanical,(min.0-1-8),
9=178/0-6-0,(min.0-1-8)
Max Horiz9=57(LC13)
Max Uplift4=-17(LC16),5=-13(LC16),9=-41(LC12)
Max Grav4=63(LC23),5=45(LC7),9=247(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to1-9-9, Interior(1)1-9-9 to2-7-3 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for
reactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding41 lbupliftat joint9,17 lbupliftatjoint4and13 lbupliftat joint5.
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-WoodsideatWest ClayLot27
J27 2 12005377-12T Jack-Open Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:24 Page: 1
ID:EfWKR1IE_lGMeUptecsVr2yeHVG-QLHZWSWNIB9hJ_Tv9HLvfBVPDLN48UV7lCoXMQyzSbH
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
2x4
3x4
1.5x4
=8x10
8 7
1
2
6 5
3
W1
T1
B1
B2 B3
W1
Scale = 1:23.8
Plate Offsets(X,Y):[3:0-4-12,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.56 Vert(LL)0.115-6>711240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.57 Vert(CT)-0.17 6>443180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.05 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:20 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud
WEBS 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 (lb/size)4=161/Mechanical,(min.0-1-8),5=86/Mechanical,(min.
0-1-8),8=246/0-8-2,(min.0-1-8)
Max Horiz8=81(LC32)
Max Uplift4=-100(LC12),5=-8(LC12),8=-119(LC8)
Max Grav4=215(LC19),5=111(LC7),8=310(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-8=-285/124
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding119 lbupliftat joint8,100lbupliftatjoint4and8 lbupliftat joint5.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)24 lbdownand32 lbupat3-10-4,and24 lbdownand32 lbupat3-10-4
on top chord,and10lbdownand27 lbupat3-10-4,and10 lbdownand27 lbupat3-10-4onbottom chord.Thedesign/selectionof such connectiondevice(s) is the
responsibilityofothers.
10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51
ConcentratedLoads(lb)
Vert:11=-19(F=-10,B=-10)
TrapezoidalLoads(lb/ft)
Vert:2=-2(F=24,B=24)-to-9=-6(F=22,B=22),9=-6(F=22,B=22)-to-3=-41(F=5,B=5),3=-41(F=5,B=5)-to-10=-49(F=1,B=1),10=-49(F=1,B=1)-to-4=-84
(F=-16,B=-16),8=0(F=10,B=10)-to-7=-16(F=2,B=2),6=-16(F=2,B=2)-to-11=-19(F=0,B=0),11=-19(F=0,B=0)-to-5=-33(F=-6,B=-6)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
J28 1 12005377-12T DiagonalHip Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:25 Page: 1
ID:M3UE8Au1uJueUnvFNKESBuyeHTC-QLHZWSWNIB9hJ_Tv9HLvfBVJhLGS8UV7lCoXMQyzSbH
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
1.5x4
1.5x4 =3x4
3x4
1 7
8
62
4 53
T1
T2
T1
B1
ST1
Scale =1:26.4
Plate Offsets(X,Y):[2:0-2-10,0-1-8], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-2-10,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.06 Horz(CT)0.0013n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:28 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF 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 Allbearings10-2-14.
(lb)-MaxHoriz2=31(LC20),9=31(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,8,9,13
Max GravAllreactions250(lb)or lessat joint(s)except2=360(LC41),
6=360(LC41),8=370(LC40),9=360(LC41),13=360(LC41)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 2-16=-320/217,16-17=-284/219,3-17=-261/224,3-4=-259/235,4-5=-259/235,5-18=-261/224,18-19=-284/220,
6-19=-320/217
BOTCHORD 2-8=-116/257,6-8=-116/257
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
Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to4-0-14, Corner(3R)4-0-14 to7-0-14,Exterior(2N)7-0-14 to8-1-2, Corner(3R)8-1-2 to11-2-7,Exterior(2N)11-2-7 to11-9-13
zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip
DOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Provideadequatedrainage topreventwaterponding.
8)Gablerequires continuousbottom chordbearing.
9)Gable studsspacedat4-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,6,8,2,6.
12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
PB01 1 12005377-12T Piggyback Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriJul1014:19:25 Page: 1
ID:cteLIVqKmzbiDcI2O?6Wp7yeHS?-uYrxjoX?3VHYx825j?s8CP2ZYlg9txuG_sX4vtyzSbG
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
=3x5
=4x4
1.5x4 =3x5
1 5
6
42
3
T1 T1
B1
ST1
Scale =1:25.3
Plate Offsets(X,Y):[2:0-2-8,Edge], [4:0-2-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.39 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.04 Horz(CT)0.002n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:30 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF 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 Allbearings10-2-14.
(lb)-MaxHoriz2=51(LC20),7=51(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,4,6,7,11
Max GravAllreactions250(lb)or lessat joint(s)except2=293(LC23),
4=293(LC24),6=364(LC2),7=293(LC23),11=293(LC24)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
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
Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to6-1-0, Corner(3R)6-1-0 to9-1-0,Exterior(2N)9-1-0 to11-9-13 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Gablerequires continuousbottom chordbearing.
8)Gable studsspacedat4-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,4,6,2,4.
11)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
12)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
PB02 9 12005377-12T Piggyback Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriJul1014:19:26 Page: 1
ID:kNwF1x_UiyEsHcoYfErZrtyeHRo-MkPKx8YeqoPOYIdHHiNNlcbgw9?scOMPCWHeRJyzSbF
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
=3x5
=3x4
1.5x4
1.5x4 =3x4
=3x5
1 7
8
62
4 53
T1
T2
T1
B1
ST1
Scale =1:26.4
Plate Offsets(X,Y):[2:0-0-4,Edge], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-0-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.0013n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:28 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF 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 Allbearings10-2-14.
(lb)-MaxHoriz2=33(LC16),9=33(LC16)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,8,9,13
Max GravAllreactions250(lb)or lessat joint(s)except2=365(LC41),
6=365(LC41),8=360(LC40),9=365(LC41),13=365(LC41)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 2-16=-322/213,16-17=-284/217,3-17=-264/222,3-4=-258/234,4-5=-258/234,5-18=-264/222,18-19=-284/217,
6-19=-322/213
BOTCHORD 2-8=-111/257,6-8=-111/257
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
Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to4-2-6, Corner(3R)4-2-6 to7-2-6,Exterior(2N)7-2-6 to7-11-10, Corner(3R)7-11-10 to11-2-7,Exterior(2N)11-2-7 to11-9-13
zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip
DOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Provideadequatedrainage topreventwaterponding.
8)Gablerequires continuousbottom chordbearing.
9)Gable studsspacedat4-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,6,8,2,6.
12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
PB03 1 12005377-12T Piggyback Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriJul1014:19:27 Page: 1
ID:RIX17M6lL1URU8YTEK0vE_yeHRe-qwzi8UZGb6XFASCUrQucHq7vsYLGLrQZRA0BzlyzSbE
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1 7111098
2 6
53
4
T1 T1
B1 B2
W3
W2 W1W2W1
Scale =1:42.2
Plate Offsets(X,Y):[2:Edge,0-0-10], [6:Edge,0-0-10], [9:0-4-0,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.45 Vert(LL)-0.098-9>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.168-9>999180
TCDL 10.0 RepStress Incr NO WB 0.59 Horz(CT)0.056n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:193 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x6SPF No.2
WEBS 2x4SPFStud*Except*W3:2x4SPFNo.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor4-7-8ocpurlins.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)2=4645/0-6-0,(min.0-3-12),6=4507/0-6-0,(min.0-3-9)
MaxHoriz2=217(LC11)
MaxUplift2=-814(LC12),6=-939(LC13)
MaxGrav2=4819(LC2),6=4534(LC20)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-3=-6104/1032,3-18=-4299/776,4-18=-4187/806,4-19=-4187/807,5-19=-4298/777,5-6=-6413/1175
BOTCHORD 2-20=-847/4849,20-21=-847/4849,11-21=-847/4849,11-22=-847/4849,10-22=-847/4849,10-23=-847/4849,
9-23=-847/4849,9-24=-863/5103,24-25=-863/5103,8-25=-863/5103,8-26=-863/5103,26-27=-863/5103,
6-27=-863/5103
WEBS 4-9=-849/4789,5-9=-2287/628,5-8=-481/2452,3-9=-2091/473,3-11=-303/2204
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)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding814 lbupliftat joint2and939 lbupliftat joint6.
10)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)815 lbdownand131 lbupat1-0-8,815 lbdownand131 lbupat3-0-8,
815 lbdownand131 lbupat5-0-8,815lbdownand131 lbupat7-0-8,869 lbdownand138 lbupat9-0-8,922lbdownand144 lbupat11-0-8,966 lbdownand140lbup
at13-0-8,and949 lbdownand127lbupat15-0-8,and1057 lbdownand427 lbupat17-0-8onbottom chord.Thedesign/selectionof such connectiondevice(s) is the
responsibilityofothers.
LOAD CASE(S)Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T01 1 22005377-12T CommonGirder JobReference(optional)
Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:19:28 Page: 1
ID:iLv9Rzofm9aHSXbOMXLrg9ye4Z1-I7X4LqZuMQf6ocmgO7Prq1g?SyW149KigqmkVCyzSbD
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
UniformLoads(lb/ft)
Vert:1-4=-51,4-7=-51,12-15=-20
ConcentratedLoads(lb)
Vert:11=-735(F),20=-735(F),21=-735(F),22=-735(F),23=-869(F),24=-922(F),25=-966(F),26=-949(F),27=-989(F)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T01 1 22005377-12T CommonGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:19:28 Page: 2
ID:iLv9Rzofm9aHSXbOMXLrg9ye4Z1-I7X4LqZuMQf6ocmgO7Prq1g?SyW149KigqmkVCyzSbD
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
131
122
113
104
95
86
7
T1 T1
B1 B2
ST4 ST4
ST3
ST2
ST1
ST3
ST2
ST1
Scale = 1:41.1
Plate Offsets(X,Y):[2:Edge,0-0-3], [7:0-2-0,Edge], [12:Edge,0-0-3]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(CT)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.30 Horz(CT)0.0112n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:94 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings19-8-0.
(lb)-Max Horiz2=217(LC15),23=217(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)2,14,15,20,23except
16=-113(LC17),19=-110(LC16),22=-117(LC16)
Max GravAllreactions250(lb)or lessat joint(s)2,15,16,19,20,23
except14=317(LC2),17=348(LC24),18=333(LC2),22=251
(LC30)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-29=-189/307,3-29=-178/351,3-4=-113/305,4-30=-73/260,5-30=-60/289,5-6=-48/307,8-9=-48/289,9-31=0/273,
10-11=-86/251,11-32=-177/295
BOT CHORD 2-22=-208/266,21-22=-208/266,20-21=-208/266,19-20=-208/266,18-19=-208/266,17-18=-208/266,16-17=-208/266,
15-16=-208/266,14-15=-208/266,12-14=-208/266
WEBS 6-18=-293/23,8-17=-311/0
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-1-2-12 to1-9-4,Exterior(2N)1-9-4 to9-10-0, Corner(3R)9-10-0 to12-10-0,Exterior(2N)12-10-0 to20-10-12 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)Gable studs spacedat2-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,20,15,14,2except(jt=lb)19=110,22=116,16=112.
12)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)12.
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-WoodsideatWest ClayLot27
T01GE 1 12005377-12T CommonSupportedGable Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:29 Page: 1
ID:Z9S4htIDG8rXEC2IzwnuDeyeHQ6-I7X4LqZuMQf6ocmgO7Prq1g3Oyju4EuigqmkVCyzSbD
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1.5x4
1.5x4
1.5x4
=4x4
1.5x4
1.5x4
1 71098
2 6
3 5
4
T1 T1
B1
W1
ST1 ST1
Scale = 1:24.2
Plate Offsets(X,Y):[2:Edge,0-0-3], [6:Edge,0-0-3]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)0.02 8>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(CT)-0.0210>999180
TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 2n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:31 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)2=348/0-3-8,(min.0-1-8),6=348/0-4-0,(min.0-1-8)
Max Horiz2=104(LC15)
Max Uplift2=-73(LC16),6=-73(LC17)
Max Grav2=426(LC23),6=426(LC24)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-17=-316/342,3-17=-255/348,3-4=-287/414,4-5=-287/414,5-18=-255/349,6-18=-316/343
WEBS 4-9=-375/184
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-4-12 to1-7-4, Interior(1)1-7-4 to3-11-0,Exterior(2R)3-11-0 to6-11-0, Interior(1)6-11-0 to9-2-12 zone; cantilever leftandrightexposed;end verticalleftand
rightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Gable studs spacedat2-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding73 lbupliftat joint2and73 lbupliftat joint6.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T02GE 1 12005377-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:29 Page: 1
ID:Khx6NcOEObrPBRfqRbwmXKyeHQ_-nJ5SZAaW7jozPmLsyrx4MFDFkM2upkOsuUVI2eyzSbC
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1 9121110
82
3 7
4 6
5
T2
T1
T2
T1
B1 B2
W2
W1
W2
W1
Scale = 1:48.2
Plate Offsets(X,Y):[2:Edge,0-0-3], [8:Edge,0-0-3]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.44 Vert(LL)0.1510-18>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.48 Vert(CT)-0.1610-18>999180
TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.03 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:95 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-0-6ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor7-1-7ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)2=885/0-4-0,(min.0-1-9),8=885/0-4-0,(min.0-1-9)
Max Horiz2=253(LC15)
Max Uplift2=-146(LC16),8=-146(LC17)
Max Grav2=1004(LC2),8=1004(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-1227/894,3-19=-1098/948,4-19=-1017/960,4-20=-1001/964,5-20=-986/985,5-21=-986/985,6-21=-1001/964,
6-22=-1018/960,7-22=-1098/948,7-8=-1227/894
BOT CHORD 2-12=-600/909,12-23=-296/601,11-23=-296/601,11-24=-296/601,24-25=-296/601,10-25=-296/601,8-10=-612/909
WEBS 5-10=-583/488,7-10=-345/266,5-12=-583/488,3-12=-345/266
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2R)11-6-0 to14-6-0, Interior(1)14-6-0 to24-4-12 zone;cantileverleftandrightexposed ; end vertical left
andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding146 lbupliftatjoint2and146 lbupliftat joint8.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T03 1 12005377-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:30 Page: 1
ID:Izlrm_s8un5EC1P51Vb8xryeHO5-FVeqmWb8u1wq1ww3WYSJvSlM4mKAY_K?78Fra4yzSbB
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
1 9121110
82
3 7
4 6
5
T2
T1
T2
T1
B1 B2
W2
W1
W2
W1
ST5
ST6
ST5
ST6
ST8
ST7
ST3
ST9
ST4
ST3
ST2
ST1
ST4
3-8-8
Scale = 1:50.7
Plate Offsets(X,Y):[2:Edge,0-0-3], [5:0-1-3,0-1-8], [8:Edge,0-0-3]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.44 Vert(LL)0.1510-41>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.48 Vert(CT)-0.1610-41>999180
TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.03 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:147 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1:2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-0-6ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor7-1-7ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)2=885/0-4-0,(min.0-1-9),8=885/0-4-0,(min.0-1-9)
Max Horiz2=253(LC15)
Max Uplift2=-146(LC16),8=-146(LC17)
Max Grav2=1004(LC2),8=1004(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-1227/894,3-42=-1098/948,4-42=-1018/960,4-43=-1001/964,5-43=-986/985,5-44=-986/985,6-44=-1001/964,
6-45=-1018/960,7-45=-1098/948,7-8=-1227/894
BOT CHORD 2-12=-600/909,12-46=-296/601,11-46=-296/601,11-47=-296/601,47-48=-296/601,10-48=-296/601,8-10=-612/909
WEBS 5-10=-583/488,7-10=-345/266,5-12=-583/488,3-12=-345/266
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2R)11-6-0 to14-6-0, Interior(1)14-6-0 to24-4-12 zone;cantileverleftandrightexposed ; end vertical left
andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat4-3-8oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding146 lbupliftatjoint2and146 lbupliftat joint8.
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-WoodsideatWest ClayLot27
T03GE 1 12005377-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:30 Page: 1
ID:37ORsbB8_aydPxpEUcZxP2yeHMN-FVeqmWb8u1wq1ww3WYSJvSlM4mKAY_K?78Fra4yzSbB
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1 109 8
2 7
3 6
4
5
T2
T1
T3
B1 B2
W2
W1
W2
W1
HW2
Scale = 1:47.7
Plate Offsets(X,Y):[2:Edge,0-0-3], [7:0-3-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.48 Vert(LL)0.1510-13>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.1510-13>999180
TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.02 7n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:93 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1:2x4SPFStud
WEDGE Right:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-0-8ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-10-11ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)2=881/0-4-0,(min.0-1-9),7=806/0-6-0,(min.0-1-8)
Max Horiz2=243(LC13)
Max Uplift2=-146(LC16),7=-111(LC17)
Max Grav2=1000(LC2),7=911(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-1221/889,3-17=-1092/944,4-17=-1011/956,4-18=-995/960,5-18=-979/981,5-19=-969/972,19-20=-983/950,
6-20=-1080/935,6-7=-1197/883
BOT CHORD 2-10=-655/904,10-21=-338/596,9-21=-338/596,9-22=-338/596,22-23=-338/596,8-23=-338/596,7-8=-631/891
WEBS 5-8=-562/472,6-8=-336/264,5-10=-585/490,3-10=-345/266
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2R)11-6-0 to14-6-0, Interior(1)14-6-0 to22-10-0 zone;cantileverleftandrightexposed ; end vertical left
andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding146 lbupliftatjoint2and111lbupliftat joint7.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T04 1 12005377-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:31 Page: 1
ID:Covm7Y_cuMjUnqitiPktxTyeHK2-jiCD_scmeL2hf3VF4FzYSgIWIAgLHRX8Mo_P6WyzSbA
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
87 6
1 5
42
3
T1 T2
B1 B2
W2
W1
W2
W1
HW2
Scale = 1:47.3
Plate Offsets(X,Y):[1:Edge,0-0-3], [5:0-3-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.48 Vert(LL)0.168-11>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.168-11>999180
TCDL 10.0 RepStress Incr YES WB 0.95 Horz(CT)0.02 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:91 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1:2x4SPFStud
WEDGE Right:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-11-11ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-10-1ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=808/0-4-0,(min.0-1-8),5=808/0-6-0,(min.0-1-8)
Max Horiz1=225(LC13)
Max Uplift1=-113(LC16),5=-111(LC17)
Max Grav1=913(LC2),5=913(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-1231/898,2-15=-1104/952,15-16=-1007/968,3-16=-990/989,3-17=-972/973,17-18=-987/951,4-18=-1084/936,
4-5=-1201/885
BOT CHORD 1-8=-660/915,8-19=-340/599,7-19=-340/599,7-20=-340/599,20-21=-340/599,6-21=-340/599,5-6=-632/894
WEBS 3-6=-561/471,4-6=-336/265,3-8=-590/503,2-8=-351/270
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)0-0-0 to3-0-0, Interior(1)3-0-0 to11-6-0,Exterior(2R)11-6-0 to14-6-0, Interior(1)14-6-0 to22-10-0 zone; cantilever leftandrightexposed ; end verticalleftand
rightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding113 lbupliftat joint1and111 lbupliftat joint5.
7)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-WoodsideatWest ClayLot27
T05 1 12005377-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:31 Page: 1
ID:RXxA0c5Fm7sCMDubkoP_oMyeHJv-jiCD_scmeL2hf3VF4FzYSgIWHAgFHRP8Mo_P6WyzSbA
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1.5x4
=4x4
3x6
3x10
5
4
3
2
1
W1 T1
B1
W2 W3
Scale = 1:32.5
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)-0.014-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT)-0.024-5>999180
TCDL 10.0 RepStress Incr NO WB 0.37 Horz(CT)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:33 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x6SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=849/0-6-0,(min.0-1-8),5=803/0-6-0,(min.0-1-8)
Max Horiz5=-194(LC13)
Max Uplift3=-112(LC8),5=-251(LC13)
Max Grav3=914(LC2),5=897(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-9=-787/97,3-9=-871/84
BOT CHORD 5-10=-65/678,4-10=-65/678,4-11=-65/678,3-11=-65/678
WEBS 2-5=-888/262,2-4=-154/853
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever
rightexposed ; end verticalrightexposed;porchleftandrightexposed;Lumber DOL=1.60plategripDOL=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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding112 lbupliftat joint3and251 lbupliftat joint5.
6)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
7)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)423 lbdownand82lbupat1-6-8,and423 lbdownand82 lbupat3-6-8,
and424 lbdownand82 lbupat5-6-8onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers.
8)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-3=-51,5-6=-20
ConcentratedLoads(lb)
Vert:4=-400(F),10=-400(F),11=-401(F)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T06 1 12005377-12T RoofSpecial Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:32 Page: 1
ID:Dt?TOopFtFHrxHvxhhzqhoyeHJ_-BumbBCdOPeAYGD4RdzUn_trmvZ1l01lIbSkyezyzSb9
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
=4x4
3x4
=6x6
1615 14 13 12 1110
1 9
8
2
4 5 6 73
T1
T2
W10
B1 B2
B3
B4
W9W3W4
W8
W5 W6 W5
W7
W2W1
Scale =1:38.8
Plate Offsets(X,Y):[1:0-0-3,0-0-13]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.31 Vert(LL)0.0913-14>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.1113-14>999180
TCDL 10.0 RepStress Incr NO WB 0.47 Horz(CT)0.038n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:98 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2*Except*B3:2x4SPFStud
WEBS 2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor4-4-3ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor6-2-10ocbracing.Except:
10-0-0ocbracing:9-11
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=899/Mechanical,(min.0-1-8),8=958/0-6-0,(min.0-1-13)
MaxHoriz1=133(LC51)
MaxUplift1=-415(LC12),8=-613(LC9)
MaxGrav1=1009(LC33),8=1163(LC42)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-20=-1831/810,2-20=-1773/827,2-3=-1592/828,3-21=-1643/876,4-21=-1646/876,4-22=-1278/690,22-23=-1278/690,
23-24=-1278/690,5-24=-1278/690,5-25=-444/252,25-26=-444/252,6-26=-444/252,6-7=-427/240,7-8=-1030/541
BOTCHORD 1-16=-805/1606,15-16=-805/1606,14-15=-805/1606,14-27=-798/1412,13-27=-798/1412,13-28=-909/1597,
12-28=-909/1597,6-9=-252/176
WEBS 7-9=-598/1093,3-14=-88/317,3-13=-183/319,5-9=-993/536,4-12=-503/282,9-12=-644/1122,2-14=-379/136
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
7)Refer togirder(s) for truss to truss connections.
8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding415 lbupliftat joint1and613 lbupliftat joint8.
9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)95 lbdownand81 lbupat3-11-10,175lbdownand169lbupat7-5-2,
95 lbdownand81 lbupat9-5-14,95 lbdownand81 lbupat11-5-14,95lbdownand81lbupat13-5-14,95 lbdownand81 lbupat15-5-14,and95 lbdownand81lbup
at17-5-14,and95 lbdownand81lbupat19-5-14on top chord,and27 lbdownat3-11-10,82 lbdownand72lbupat7-5-2,41 lbdownand36 lbupat9-5-14,41lb
downand36 lbupat11-5-14,41 lbdownand36 lbupat13-5-14,41 lbdownand36lbupat15-5-14,and41 lbdownand36 lbupat17-5-14,and41 lbdownand36 lbup
at19-5-14onbottom chord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers.
11)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B).
LOAD CASE(S)Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-3=-51,3-7=-61,11-17=-20,10-11=-20,8-9=-20
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T07 1 12005377-12T Jack-ClosedGirder JobReference(optional)
Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:19:34 Page: 1
ID:iEnG9eTBcLYPtKtGDywylhyeHGr-BumbBCdOPeAYGD4RdzUn_trkgZ0w0?CIbSkyezyzSb9
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
ConcentratedLoads(lb)
Vert:3=-46(B),14=-7(B),13=-4(B),4=-17(B),12=-4(B),2=-39(B),16=-15(B),21=-17(B),22=-17(B),24=-17(B),25=-17(B),26=-17(B),27=-4(B),28=-4
(B),29=-4(B),30=-4(B)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T07 1 12005377-12T Jack-ClosedGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:19:34 Page: 2
ID:iEnG9eTBcLYPtKtGDywylhyeHGr-BumbBCdOPeAYGD4RdzUn_trkgZ0w0?CIbSkyezyzSb9
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
=6x6
1413 12 11 109
1 8
7
2
4 563
T1
T2
W9
B1 B2
B3
B4
W2
W3 W4
W7 W8
W5
W6
W1
Scale = 1:39.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.43 Vert(LL)-0.0514-17>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.51 Vert(CT)-0.0914-17>999180
TCDL 10.0 RepStress Incr YES WB 0.58 Horz(CT)0.03 7n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:104 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B3:2x4SPFStud
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-1-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.Except:
10-0-0ocbracing:8-10
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=765/Mechanical,(min.0-1-8),7=829/0-6-0,(min.0-1-9)
Max Horiz1=195(LC13)
Max Uplift1=-115(LC16),7=-153(LC13)
Max Grav1=969(LC37),7=981(LC36)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-18=-1625/200,18-19=-1524/201,2-19=-1490/217,2-3=-1034/209,3-20=-772/190,4-20=-775/189,6-7=-847/129
BOT CHORD 1-14=-338/1365,13-14=-347/1344,12-13=-347/1344,11-12=-231/845,5-8=-279/117
WEBS 2-12=-616/182,3-12=-42/441,3-11=-342/93,4-8=-734/119,6-8=-154/882,4-11=0/254,8-11=-167/666
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)0-0-0 to3-0-0, Interior(1)3-0-0 to10-5-2,Exterior(2E)10-5-2 to14-8-1, Interior(1)14-8-1 to20-10-4zone; cantileverleftandrightexposed ; endverticalleftand
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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
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 tobearingplatecapableofwithstanding115 lbupliftat joint1and153 lbupliftat joint7.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T08 1 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:36 Page: 1
ID:f9ytiyvn8P4ICtdBKWZOCHyeHGH-3f061ZgvTtg_lrOCspZj9j?OoBN8ynRuV4iAnkyzSb5
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
12 11 10 98
1 7
6
2
453
T1
T2
W7
B1 B2
B3
B4
W5 W6W3
W4
W2W1
Scale = 1:44.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.70 Vert(LL)-0.0712-15>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.1612-15>999180
TCDL 10.0 RepStress Incr YES WB 0.93 Horz(CT)0.03 6n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:106 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B3:2x4SPFStud
WEBS 2x4SPFStud*Except*W5:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-14ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-9-11ocbracing.Except:
10-0-0ocbracing:7-9
WEBS 1 Rowatmidpt 3-7
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=752/Mechanical,(min.0-1-8),6=812/0-6-0,(min.0-1-8)
Max Horiz1=258(LC13)
Max Uplift1=-128(LC16),6=-143(LC13)
Max Grav1=986(LC37),6=881(LC36)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-16=-1688/188,16-17=-1607/195,2-17=-1598/216,2-18=-907/155,3-18=-764/186,5-6=-724/157
BOT CHORD 1-12=-352/1429,11-12=-352/1429,10-11=-352/1429,4-7=-616/231
WEBS 3-7=-718/150,5-7=-205/951,3-10=-23/472,7-10=-213/513,2-10=-856/240,2-12=0/272
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)0-0-0 to3-0-0, Interior(1)3-0-0 to13-5-2,Exterior(2E)13-5-2 to17-8-1, Interior(1)17-8-1 to20-10-4zone; cantileverleftandrightexposed ; endverticalleftand
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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
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 tobearingplatecapableofwithstanding128 lbupliftatjoint1and143 lbupliftat joint6.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T09 1 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:37 Page: 1
ID:nkMUieua3IIoPJKlZ1WO_NyeHF0-YrZUEvgXEBorN_zPQW4yhxYVJahDh9B1kkRjKAyzSb4
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
1312 11 109
1 8 7
2
3
564
T2
T1
T3
W7
B1 B2
B3
B4
W5 W6W3
W4
W2W1
Scale = 1:52.7
Plate Offsets(X,Y):[1:Edge,0-0-9], [4:0-4-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.93 Vert(LL)0.1213-16>999240 MT18HS 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(CT)-0.2313-16>999180 MT20 197/144
TCDL 10.0 RepStress Incr YES WB 0.89 Horz(CT)0.03 7n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:112 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2*Except*T1:2x4SPF1650F1.5E
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W5,W3,W2:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-1-9ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-9-9ocbracing.Except:
10-0-0ocbracing:8-10
WEBS 1 Rowatmidpt 2-11
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=743/Mechanical,(min.0-1-8),7=790/0-6-0,(min.0-1-8)
Max Horiz1=320(LC13)
Max Uplift1=-132(LC16),7=-132(LC16)
Max Grav1=942(LC37),7=883(LC37)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-17=-1614/187,17-18=-1538/191,2-18=-1409/215,2-19=-695/129,3-19=-532/147,3-4=-513/168,6-7=-758/206
BOT CHORD 1-13=-346/1376,12-13=-344/1379,11-12=-344/1379
WEBS 4-8=-799/177,6-8=-164/671,4-11=-52/511,8-11=-137/370,2-11=-1038/296,2-13=0/354
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)0-0-0 to3-0-0, Interior(1)3-0-0 to16-5-2,Exterior(2E)16-5-2 to20-10-4 zone; cantilever leftandrightexposed ;end verticalleftandrightexposed;C-C for
membersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)AllplatesareMT20platesunlessotherwise indicated.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Refer togirder(s) for truss to truss connections.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding132 lbupliftatjoint7and132 lbupliftat joint1.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T10 1 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:37 Page: 1
ID:GZ4RKs7BoxGBG8iY69sYf5yeHDP-YrZUEvgXEBorN_zPQW4yhxYRhahmhAt1kkRjKAyzSb4
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
1514 13 121110
1 9 8
2
3 4
6 75
T2
T1
T3
W7
B1 B2
B3
B4
W6
W1 W2
W3 W4
W5
Scale = 1:66.7
Plate Offsets(X,Y):[8:Edge,0-1-8], [11:0-3-0,0-0-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.63 Vert(LL)-0.0812-13>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.1712-13>999180
TCDL 10.0 RepStress Incr YES WB 0.63 Horz(CT)-0.01 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:121 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1,W2,W3:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-4-6ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-9-6ocbracing.Except:
1 Rowatmidpt6-9
10-0-0ocbracing:9-11
WEBS 1 Rowatmidpt 7-8,3-12
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=739/Mechanical,(min.0-1-8),8=765/0-6-0,(min.0-1-9)
Max Horiz1=383(LC13)
Max Uplift1=-126(LC16),8=-191(LC16)
Max Grav1=889(LC37),8=1001(LC37)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-19=-1563/186,2-19=-1433/206,2-20=-1022/146,3-20=-813/176,3-4=-356/138,4-21=-289/145,21-22=-266/149,
5-6=-274/185,7-8=-926/298
BOT CHORD 1-15=-349/1343,14-15=-349/1343,13-14=-349/1343,12-13=-240/824,9-11=-197/473,6-9=-697/184
WEBS 7-9=-276/1123,2-15=0/269,2-13=-593/209,3-13=-27/487,3-12=-984/270,5-12=-64/360
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)0-0-0 to3-0-0, Interior(1)3-0-0 to19-5-2,Exterior(2E)19-5-2 to20-10-4 zone; cantilever leftandrightexposed ;end verticalleftandrightexposed;C-C for
membersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)Allplatesare3x4MT20unlessotherwise indicated.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Refer togirder(s) for truss to truss connections.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding191 lbupliftatjoint8and126 lbupliftat joint1.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T11 1 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:38 Page: 1
ID:ZFeCdJFv8Cs7JHkEVUW6OUyeHBz-027sSFh9?Uwi_8Xb_EbBE85hB_3rQh4AzOBGscyzSb3
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
1312 11 109
1 8 7
2
3 4
5 6
T2
T1
W7
B1 B2
B3
B4
W5
W6
W1 W2
W3
W4
Scale = 1:65.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)0.0813-16>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.1413-16>999180
TCDL 10.0 RepStress Incr YES WB 0.68 Horz(CT)0.02 7n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:120 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W7,W5,W6:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-4-6ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor8-11-14ocbracing.Except:
1 Rowatmidpt5-8
10-0-0ocbracing:8-10
WEBS 1 Rowatmidpt 6-7,3-8
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=739/0-6-0,(min.0-1-8),7=751/0-6-0,(min.0-1-8)
Max Horiz1=425(LC16)
Max Uplift1=-66(LC16),7=-276(LC16)
Max Grav1=835(LC2),7=877(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-17=-1383/52,2-17=-1303/74,2-3=-791/14,6-7=-694/224
BOT CHORD 1-13=-404/1165,12-13=-406/1158,11-12=-406/1158,5-8=-413/212
WEBS 3-8=-715/237,6-8=-296/838,2-13=0/280,2-11=-613/226,3-11=0/446,8-11=-197/435
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)0-0-0 to3-0-0, Interior(1)3-0-0 to20-10-4 zone; cantilever leftexposed ; end verticalleftexposed;C-C formembersand forces&MWFRS forreactions shown;
Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding276 lbupliftatjoint7and66 lbupliftat joint1.
6)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-WoodsideatWest ClayLot27
T12 5 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:39 Page: 1
ID:HSmQIYaqnVGI2RIQafVS_ByeHBY-UEhEfbinmo2YcI6nYx6QmMdubOOi97fKC2wqO3yzSb2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
60.00 lb/ft to20.00 lb/ft
770.00 lb
1
14 13 12 1110
2 9 8
3
45
6 7
T2
T1
W7
B1 B2
B3
B4
W5
W6
W1 W2
W3
W4
Scale =1:62
Plate Offsets(X,Y):[2:Edge,0-1-1], [5:0-2-2,Edge], [7:0-3-3,0-1-8], [11:0-3-0,0-0-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.95 Vert(LL)0.1212-14>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.2712-14>930180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.67 Horz(CT)0.068n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:122 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2*Except*T1:2x4SPF1650F1.5E
BOTCHORD2x4SPF1650F1.5E*Except*B3,B4:2x4SPFNo.2
WEBS 2x4SPF No.2*Except*W1,W3,W4:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor3-3-10ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor7-10-7ocbracing.Except:
1Rowatmidpt6-9
10-0-0ocbracing:9-11
WEBS 1Rowatmidpt 7-8,4-9,3-12
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=1649/0-6-0,(min.0-2-15),8=1296/0-6-0,(min.0-2-5)
MaxHoriz2=447(LC16)
MaxUplift2=-296(LC16),8=-405(LC16)
MaxGrav2=1866(LC2),8=1462(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-18=-3543/506,3-18=-3425/525,3-4=-1750/155,4-5=-358/0,5-19=-344/0,6-7=-289/88,7-8=-1146/321
BOTCHORD 2-14=-835/3127,13-14=-835/3127,12-13=-835/3127,11-12=-34/327,6-9=-609/274
WEBS 4-9=-1524/414,7-9=-428/1367,3-12=-1849/483,4-12=-35/720,9-12=-352/1061
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 zoneand C-C
Exterior(2E)-1-2-12 to1-9-4,Interior(1)1-9-4 to20-10-4 zone; cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;
Lumber DOL=1.60plategripDOL=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; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads.
5)AllplatesareMT20platesunlessotherwise indicated.
6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding405 lbupliftat joint8and296 lbupliftat joint2.
8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)870 lbdownand194 lbupat5-3-8on top chord.Thedesign/selectionof
suchconnectiondevice(s) is theresponsibilityofothers.
10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B).
LOAD CASE(S)Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-3=-51,11-15=-20,10-11=-20,8-9=-20
ConcentratedLoads(lb)
Vert:3=-770(F)
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T13 2 12005377-12T Jack-Closed JobReference(optional)
Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:19:40 Page: 1
ID:g5eGGKyvXjtxU3z?ng?LfWyeH5u-yQFctxjQX6APESh_5edfJZAygofeua4TQhgNwVyzSb1
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
TrapezoidalLoads(lb/ft)
Vert:3=-111-to-4=-92,4=-92-to-5=-91,5=-91-to-19=-84,19=-84-to-20=-82,20=-82-to-6=-74,6=-74-to-7=-71
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T13 2 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:19:40 Page: 2
ID:g5eGGKyvXjtxU3z?ng?LfWyeH5u-yQFctxjQX6APESh_5edfJZAygofeua4TQhgNwVyzSb1
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
60.00lb/ft to20.00 lb/ft
770.00 lb
1
14 13 12 1110
2 89
3
45
6
7
T2
T1
W7
B1 B2
B3
B4
W5
W6
W1 W2
W3
W4
Scale =1:56.9
Plate Offsets(X,Y):[2:Edge,0-1-1], [5:0-2-2,Edge], [9:0-6-12,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.96 Vert(LL)0.1312-14>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.2912-14>919180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.63 Horz(CT)0.078n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:126 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2*Except*T1:2x4SPF1650F1.5E
BOTCHORD2x4SPF1650F1.5E*Except*B3,B4:2x4SPFNo.2
WEBS 2x4SPF No.2*Except*W1,W3,W4:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor3-2-9ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor7-8-5ocbracing.Except:
10-0-0ocbracing:9-11
WEBS 1Rowatmidpt 4-9,6-8,3-12
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=1716/0-6-0,(min.0-3-1),8=1359/0-6-0,(min.0-2-6)
MaxHoriz2=467(LC16)
MaxUplift2=-306(LC16),8=-410(LC16)
MaxGrav2=1942(LC2),8=1532(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-18=-3705/526,3-18=-3587/545,3-4=-1916/176,4-5=-556/0,5-19=-541/0,19-20=-370/0,6-20=-331/0
BOTCHORD 2-14=-873/3271,13-14=-873/3271,12-13=-873/3271,6-9=-212/1146,8-9=-92/319
WEBS 4-9=-1493/409,6-8=-1530/441,3-12=-1844/481,4-12=-25/682,9-12=-421/1359
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 zoneand C-C
Exterior(2E)-1-2-12 to1-9-4,Interior(1)1-9-4 to21-10-4 zone; cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;
Lumber DOL=1.60plategripDOL=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; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads.
5)AllplatesareMT20platesunlessotherwise indicated.
6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding410 lbupliftat joint8and306 lbupliftat joint2.
8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)870 lbdownand183 lbupat5-3-8on top chord.Thedesign/selectionof
suchconnectiondevice(s) is theresponsibilityofothers.
10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B).
LOAD CASE(S)Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-3=-51,11-15=-20,10-11=-20,8-9=-20
ConcentratedLoads(lb)
Vert:3=-770(F)
TrapezoidalLoads(lb/ft)
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T14 2 12005377-12T Jack-Closed JobReference(optional)
Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:19:40 Page: 1
ID:tN1r7bk6vuO4cfiFu28p6WyeH3b-yQFctxjQX6APESh_5edfJZAxQof4ubiTQhgNwVyzSb1
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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:3=-111-to-4=-93,4=-93-to-5=-92,5=-92-to-19=-83,19=-83-to-20=-81,20=-81-to-6=-75,6=-75-to-7=-71
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T14 2 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:19:40 Page: 2
ID:tN1r7bk6vuO4cfiFu28p6WyeH3b-yQFctxjQX6APESh_5edfJZAxQof4ubiTQhgNwVyzSb1
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1.5x4
3x4
3x4
=6x6
1.5x4
6
5
4
1
2
3
T1 W5
W1
B1
W3 W4
W2
Scale = 1:37
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)0.114-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)0.084-5>999180
TCDL 10.0 RepStress Incr YES WB 0.51 Horz(CT)-0.01 4n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:51 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor7-0-1ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)4=392/0-6-0,(min.0-1-8),6=392/Mechanical,(min.0-1-8)
Max Horiz6=226(LC16)
Max Uplift4=-163(LC16),6=-70(LC13)
Max Grav4=499(LC22),6=443(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-7=-563/416,2-7=-468/434,1-6=-406/309
BOT CHORD 6-10=-251/113,5-10=-251/113,5-11=-591/480,4-11=-591/480
WEBS 2-5=-316/230,2-4=-545/671,1-5=-343/484
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)1-11-4to4-11-4, Interior(1)4-11-4 to13-0-4zone;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60
plategripDOL=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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
5)Refer togirder(s) for truss to truss connections.
6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding70 lbupliftat joint6and163 lbupliftat joint4.
7)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-WoodsideatWest ClayLot27
T15 3 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:41 Page: 1
ID:wGZOMaWCXtGF3b4KHeXBjlyeHJM-Qdp?4Gk2IPIGrcGAfM8usnjC4C65d2jdfLPwTxyzSb0
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
2x4
4x6
=6x6
2x4
20 19 18 1716 15 14 13 12
11
1
3 4 5 6 7 89 102
T1 T2 T4T3
W5
W1 B1 B1B2W2
W3 W4W4W5W4W5W4W5W4W5W4W5
Scale =1:64.4
PlateOffsets (X,Y):[2:0-3-0,0-0-12], [12:0-3-8,0-2-0], [17:0-3-15,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.23 Vert(LL)0.3215-16>999240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.65 Vert(CT)-0.4415-16>981180
TCDL 10.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.0711n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:410lbFT=20%
LUMBER
TOP CHORD2x6 SP2400F2.0E*Except*T1:2x4SPFNo.2
BOT CHORD2x6 SPFNo.2
WEBS 2x4 SPFStud
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals.
BOT CHORD Rigidceilingdirectlyappliedor9-3-9ocbracing.
REACTIONS (lb/size)11=1545/0-6-0,(min.0-1-8),20=1505/0-6-0,(min.0-1-8)
Max Horiz20=92 (LC9)
Max Uplift11=-801 (LC9),20=-765(LC9)
MaxGrav11=1810 (LC32),20=1672 (LC32)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexcept whenshown.
TOP CHORD 1-21=-2553/1192,2-21=-2504/1179,2-22=-5138/2334,22-23=-5140/2334,3-23=-5146/2334,3-24=-6503/2986,
24-25=-6503/2986,25-26=-6503/2986,4-26=-6503/2986,4-27=-6644/3099,5-27=-6644/3099,5-28=-6644/3099,
6-28=-6644/3099,6-29=-6644/3099,29-30=-6644/3099,30-31=-6644/3099,7-31=-6644/3099,7-32=-5733/2633,
8-32=-5733/2633,8-9=-5733/2633,9-33=-3612/1626,33-34=-3612/1626,34-35=-3612/1626,10-35=-3612/1626,
10-11=-1732/788,1-20=-1621/769
BOT CHORD 19-37=-1131/2300,37-38=-1131/2300,18-38=-1131/2300,18-39=-2368/5138,39-40=-2368/5138,17-40=-2368/5138,
16-17=-2368/5138,16-41=-3017/6503,41-42=-3017/6503,42-43=-3017/6503,15-43=-3017/6503,15-44=-2645/5733,
14-44=-2645/5733,14-45=-2645/5733,13-45=-2645/5733,13-46=-1629/3612,46-47=-1629/3612,12-47=-1629/3612
WEBS 1-19=-989/2149,2-19=-378/236,10-12=-1714/3842,2-18=-1376/3126,3-18=-1214/590,3-16=-713/1483,4-16=-474/286,
4-15=-123/259,6-15=-363/249,7-15=-517/990,7-13=-793/437,9-13=-1104/2303,9-12=-1406/689
NOTES
1)2-ply truss tobeconnected together with10d (0.131"x3")nailsas follows:
Topchordsconnectedas follows:2x4-1 rowat0-9-0oc,2x6-2rowsstaggeredat0-9-0oc.
Bottomchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc.
Webconnectedas follows:2x4-1 rowat0-9-0oc.
2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback (B) facein theLOAD CASE(S)section. Plytoplyconnectionshavebeenprovided to
distributeonlyloadsnotedas (F)or(B),unlessotherwiseindicated.
3)Unbalanced roofliveloadshavebeenconsidered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft
and rightexposed ; endverticalleftand rightexposed;Lumber DOL=1.60plategripDOL=1.60
5)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15 PlateDOL=1.15); Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0; RoughCatC; Partially Exp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordancewith IBC
1608.3.4.
6)Unbalancedsnowloadshavebeenconsidered for thisdesign.
7)Provideadequatedrainage topreventwaterponding.
8)This trusshasbeendesignedfora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads.
9)Providemechanicalconnection (byothers)of truss tobearingplatecapableofwithstanding801lbupliftatjoint11and765lbupliftatjoint20.
10)This trussisdesignedinaccordancewith the2018 InternationalResidentialCodesections R502.11.1and R802.10.2and referencedstandardANSI/TPI1.
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T16 1 22005377-12T HalfHip Girder JobReference (optional)
Run:8.4 S0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.Fri Jul1014:19:49 Page: 1
ID:fdn7UTum_apqz0JSJRKYK3yeH0p-upNNHckg3jQ7TmrMD3f7O_FSQbNHMR3mu?9U?OyzSb?
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)50 lbdownand78 lbupat1-8-9,93lbdownand159 lbupat3-8-10,77
lbdownand61 lbupat5-8-2,77lbdownand61 lbupat7-8-2,77 lbdownand61 lbupat9-8-2,77 lbdownand61 lbupat11-8-2,77 lbdownand61lbupat13-8-2,77
lbdownand61 lbupat15-8-2,77 lbdownand61 lbupat17-8-2,77 lbdownand61 lbupat19-8-2,77 lbdownand61 lbupat21-8-2,77 lbdownand61 lbupat23-8-2,
77 lbdownand61 lbupat25-8-2,77 lbdownand61 lbupat27-8-2,77 lbdownand61 lbupat29-8-2,77 lbdownand61lbupat31-8-2,and77lbdownand61 lbupat
33-8-2,and75 lbdownand61 lbupat35-8-2ontop chord,and5lbdownand4 lbupat1-8-9,30lbdownand22 lbupat3-8-10,20 lbdownand22 lbupat5-8-2,20 lb
downand22lbupat7-8-2,20 lbdownand22 lbupat9-8-2,20 lbdownand22 lbupat11-8-2,20 lbdownand22 lbupat13-8-2,20 lbdownand22 lbupat15-8-2,20 lb
downand22lbupat17-8-2,20 lbdownand22lbupat19-8-2,20 lbdownand22lbupat21-8-2,20 lbdownand22lbupat23-8-2,20 lbdownand22lbupat25-8-2,20
lbdownand22 lbupat27-8-2,20 lbdownand22 lbupat29-8-2,20 lbdownand22 lbupat31-8-2,and20 lbdownand22 lbupat33-8-2,and21lbdownand21 lbupat
35-8-2onbottomchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers.
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-10=-61,11-20=-20
ConcentratedLoads(lb)
Vert:2=-14(F),5=-7(F),17=-1(F),19=0(F),7=-7(F),13=-1(F),8=-7(F),22=-7(F),23=-7(F),24=-7(F),25=-7(F),26=-7(F),27=-7(F),28=-7(F),29=-7(F),
30=-7(F),32=-7(F),33=-7(F),34=-7(F),35=-10(F),36=-2(F),37=-1(F),38=-1(F),39=-1(F),40=-1(F),41=-1(F),42=-1(F),43=-1(F),44=-1(F),45=-1(F),
46=-1(F),47=-1(F),48=-1(F),49=-1(F),50=-2(F)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T16 1 22005377-12T HalfHipGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:19:49 Page: 2
ID:fdn7UTum_apqz0JSJRKYK3yeH0p-upNNHckg3jQ7TmrMD3f7O_FSQbNHMR3mu?9U?OyzSb?
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
18 17 16 15 1413 12 11 10
1
2
4 5 67 8 93
T1
T2 T3
W6
W1 B1 B1B2
W2
W4
W3
W5W6W5W5W6W5W6W5W6
Scale=1:64.5
Plate Offsets(X,Y):[3:0-4-4,Edge],[10:Edge,0-1-8], [11:0-3-8,0-2-8], [12:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.76 Vert(LL)-0.2614>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.90 Vert(CT)-0.4614-16>942180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.82 Horz(CT)0.1310n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:177 lbFT = 20%
LUMBER
TOP CHORD2x6SPF No.2*Except*T1:2x4SPFNo.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W5:2x4SPFNo.2
BRACING
TOP CHORD Structural wood sheathingdirectlyappliedor3-5-15ocpurlins,
exceptendverticals.
BOT CHORD Rigid ceilingdirectlyappliedor7-2-15ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordancewithStabilizer
Installationguide.
REACTIONS (lb/size)10=1463/0-6-0,(min.0-2-13),18=1408/0-6-0,(min.0-2-6)
Max Horiz18=162(LC15)
Max Uplift10=-305(LC13),18=-200(LC13)
Max Grav10=1789(LC36),18=1508(LC36)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOP CHORD 2-20=-2456/370,3-20=-2421/387,3-21=-3588/605,4-21=-3595/603,4-22=-3908/665,5-22=-3908/665,5-6=-3908/665,
6-7=-3908/665,7-8=-3458/602,8-23=-2266/404,9-23=-2266/404,9-10=-1732/332
BOT CHORD 17-18=-411/1843,16-17=-427/2213,15-16=-667/3587,14-15=-667/3587,13-14=-650/3458,12-13=-650/3458,
11-12=-425/2266
WEBS 2-18=-2145/333,2-17=-64/450,9-11=-472/2704,4-16=-868/261,3-16=-330/1688,4-14=-111/423,5-14=-398/171,
7-14=-98/542,7-12=-685/220,8-12=-271/1436,8-11=-1386/345
NOTES
1)Unbalancedroof liveloadshavebeenconsidered 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 to3-9-12, Interior(1)3-9-12 to6-10-14,Exterior(2R)6-10-14 to12-1-2, Interior(1)12-1-2 to36-6-4 zone; cantilever leftandrightexposed ; end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordancewith IBC
1608.3.4.
4)Unbalanced snowloadshavebeenconsidered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)AllplatesareMT20platesunlessotherwise indicated.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding305 lbupliftat joint10and200lbupliftat joint18.
9)This trussisdesignedinaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferencedstandardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T17 1 12005377-12T HalfHip Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriJul1014:19:50 Page: 1
ID:c40bAOkgV5euMmgvQ8azApyeH?j-fMsOzLqhAAR?R_Svhlp?jgai3q2HE39xjF5vGwyzSat
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
=6x6
17 16 15 14 13 12 11 10 9
1
2
4 5 6 7 83
T1
T2 T3
W7
W1 B1 B3B2
W4
W5 W6 W6W7W6W7W6W7
W3
W2
Scale = 1:64.5
Plate Offsets(X,Y):[9:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.93 Vert(LL)-0.2011-13>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.3611-13>999180
TCDL 10.0 RepStressIncr YES WB 0.90 Horz(CT)0.099n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:169 lbFT=20%
LUMBER
TOP CHORD2x4SPFNo.2
BOT CHORD2x4SPFNo.2
WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2
BRACING
TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals.
BOTCHORD Rigid ceilingdirectlyappliedor8-0-3ocbracing.
WEBS 1 Rowatmidpt 8-9,4-11
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=1456/0-6-0,(min.0-2-13),17=1385/0-6-0,(min.0-2-5)
MaxHoriz17=229(LC15)
MaxUplift9=-303(LC13),17=-154(LC13)
MaxGrav9=1807(LC36),17=1455(LC2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown.
TOP CHORD 1-18=-2188/277,18-19=-2154/279,2-19=-2140/293,2-3=-2325/344,3-20=-2829/449,4-20=-2832/448,4-21=-2669/431,
5-21=-2669/431,5-22=-2669/431,6-22=-2669/431,6-7=-2669/431,7-23=-1813/321,8-23=-1813/321,8-9=-1745/332,
1-17=-1399/214
BOT CHORD 16-17=-286/300,15-16=-450/1927,14-15=-421/2069,13-14=-421/2069,12-13=-540/2829,11-12=-540/2829,
10-11=-354/1813
WEBS 2-15=-269/218,3-15=-8/268,3-13=-220/1004,8-10=-396/2330,4-13=-521/227,5-11=-451/185,7-11=-205/1116,
7-10=-1353/347,2-16=-252/95,1-16=-194/1831
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to9-10-14,Exterior(2R)9-10-14 to15-1-2, Interior(1)15-1-2 to36-6-4 zone; cantilever leftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snowloadshavebeen considered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding303 lbupliftat joint9and154 lbupliftat joint17.
8)This trussisdesignedinaccordancewith the2018 InternationalResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T18 1 12005377-12T HalfHip Job Reference(optional)
Run:8.4 S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.Fri Jul1014:19:51 Page: 1
ID:PbIJ545_a?CDGk4OLbahaxyeGyg-7YQnAhrJxUZr2815FSKEGt7qEERmzU95yvqSoMyzSas
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
15 14 13 12 1110 9 8
1
2
4 5 6 73
T1
T2 T3
W8
W1 B1 B3B2
W5 W6W6W7W6W7
W3
W2
W4
Scale =1:64.6
Plate Offsets(X,Y):[1:0-3-0,0-1-8], [8:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.1411>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.3111-13>999180
TCDL 10.0 RepStress Incr YES WB 0.78 Horz(CT)0.07 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:172lbFT=20%
LUMBER
TOPCHORD2x4SPF1650F1.5E*Except*T1:2x4SPF No.2
BOTCHORD2x4SPFNo.2
WEBS 2x4SPFStud*Except*W8,W6:2x4SPFNo.2
BRACING
TOP CHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor8-4-3ocbracing.
WEBS 1 Rowatmidpt 7-8,3-11,6-9
MiTekrecommends thatStabilizersandrequiredcrossbracingbe
installedduring trusserection, inaccordancewithStabilizer
Installationguide.
REACTIONS (lb/size)8=1447/0-6-0,(min.0-2-14),15=1364/0-6-0,(min.0-2-5)
MaxHoriz15=291(LC15)
MaxUplift8=-299(LC13),15=-156(LC16)
MaxGrav8=1824(LC36),15=1472(LC37)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOP CHORD 1-16=-2259/268,16-17=-2179/278,17-18=-2161/283,2-18=-2102/298,2-19=-2115/297,3-19=-2043/327,
3-20=-2257/342,20-21=-2258/342,4-21=-2260/341,4-5=-2257/341,5-6=-2257/341,6-22=-1651/277,7-22=-1651/277,
7-8=-1752/334,1-15=-1406/220
BOT CHORD 14-15=-374/409,13-14=-495/1957,12-13=-392/1866,11-12=-392/1866,10-11=-332/1651,9-10=-332/1651
WEBS 3-13=-26/436,7-9=-361/2180,3-11=-167/531,4-11=-745/245,6-11=-149/813,6-9=-1286/351,1-14=-148/1740,
2-13=-513/200
NOTES
1)Unbalancedrooflive loadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C
Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to12-10-14,Exterior(2R)12-10-14 to18-1-2, Interior(1)18-1-2 to36-6-4 zone; cantilever leftandrightexposed ; end vertical
leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding299 lbupliftat joint8and156 lbupliftat joint15.
8)This trussisdesigned inaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T19 1 12005377-12T HalfHip JobReference(optional)
Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.FriJul1014:19:52 Page: 1
ID:rcjHrQ_rrxs5zi?NULNHuryeGwE-bkz9O1sxinhigIcHoArTo5g01dpGizEEBZa0LoyzSar
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
16 15 1413 1211 10 9
1
2
3
5 6 7 84
T2
T1
T3 T4
W7
W1 B1 B3B2
W5 W6W6W7W6W7
W4W3
W2
Scale =1:64.6
Plate Offsets(X,Y):[1:Edge,0-1-12],[9:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.86 Vert(LL)-0.1011-13>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-0.2413-15>999180
TCDL 10.0 RepStress Incr YES WB 0.66 Horz(CT)0.069n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:185 lbFT = 20%
LUMBER
TOPCHORD2x4SPF1650F1.5E*Except*T3,T4:2x4SPF No.2
BOTCHORD2x4SPFNo.2
WEBS 2x4SPFNo.2*Except*W1,W3:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins,
exceptend verticals.
BOTCHORD Rigid ceilingdirectlyappliedor8-0-10ocbracing.
WEBS 1 Rowatmidpt 8-9,4-11,5-11,7-10,2-13
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordancewithStabilizer
Installationguide.
REACTIONS (lb/size)9=1435/0-6-0,(min.0-2-12),16=1346/0-6-0,(min.0-2-5)
MaxHoriz16=354(LC15)
MaxUplift9=-294(LC13),16=-182(LC16)
MaxGrav9=1755(LC36),16=1476(LC37)
FORCES (lb)-Max. Comp./Max.Ten.-Allforces250(lb)or lessexcept when shown.
TOPCHORD 1-17=-2366/279,17-18=-2282/281,2-18=-2192/303,2-19=-1829/283,3-19=-1788/286,3-4=-1748/320,4-20=-1682/320,
5-20=-1685/319,5-6=-1682/318,6-7=-1682/318,7-21=-1172/252,8-21=-1172/252,8-9=-1693/319,1-16=-1400/225
BOTCHORD 15-16=-450/503,14-15=-529/2041,13-14=-529/2041,12-13=-386/1568,11-12=-386/1568,10-11=-270/1172
WEBS 4-13=-45/531,8-10=-312/1843,4-11=-330/218,5-11=-646/215,7-11=-160/813,7-10=-1287/346,2-13=-732/251,
1-15=-131/1785
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 zoneand C-C
Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to15-10-14,Exterior(2R)15-10-14 to21-1-2, Interior(1)21-1-2 to36-6-4 zone; cantileverleftandrightexposed;endvertical
leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15);Is=1.0; RoughCatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopesless than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding294 lbupliftat joint9and182 lbupliftat joint16.
8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T20 1 12005377-12T HalfHip JobReference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:19:53 Page: 1
ID:n4ylXLqlMRg9NTLqa2ehkbyeGv8-bkz9O1sxinhigIcHoArTo5g0_doOi?6EBZa0LoyzSar
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
19
18 17 16 1514 13 12 11
10
1
2
3
9
5 6 7 84
T2
T1
T3 T4 T5
W1
W11
B1 B1B2
W6
W7 W8 W8 W7W10W9W8W9
W3
W2
W4
W5
Scale=1:64.7
PlateOffsets(X,Y):[1:Edge,0-1-12], [3:0-3-12,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.1117-18>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.2315-17>999180
TCDL 10.0 RepStress Incr YES WB 0.80 Horz(CT)0.0610n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:228 lbFT = 20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1,W3,W2,W4,W5:2x4SPFStud
BRACING
TOP CHORD Structural wood sheathingdirectlyappliedor3-2-15ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor8-1-3ocbracing.
WEBS 1Rowatmidpt 3-15,4-13,8-11,9-10,5-12,7-12
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)10=1406/0-6-0,(min.0-2-8),19=1330/0-6-0,(min.0-2-5)
MaxHoriz19=351(LC16)
MaxUplift10=-217(LC13),19=-178(LC16)
MaxGrav10=1582(LC39),19=1476(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOPCHORD 1-20=-2337/251,2-20=-2210/269,2-21=-2122/236,3-21=-1923/265,3-22=-1568/219,4-22=-1474/250,4-5=-1260/224,
5-23=-912/160,6-23=-912/160,6-7=-912/160,7-24=-915/161,8-24=-912/161,1-19=-1411/210,9-10=-1538/222
BOT CHORD 18-19=-405/300,17-18=-530/2033,16-17=-398/1821,15-16=-398/1821,14-15=-238/1317,13-14=-238/1317,
12-13=-198/1257
WEBS 3-15=-805/251,4-15=-114/711,4-13=-466/156,8-12=-227/1440,8-11=-1418/264,9-11=-197/1457,5-13=-76/516,
5-12=-775/147,7-12=-512/167,1-18=-126/1855,2-17=-262/156,3-17=-10/359
NOTES
1)Unbalancedroof live loadshavebeenconsidered 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)exteriorzoneandC-C
Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to18-10-14,Exterior(2R)18-10-14 to24-2-6, Interior(1)24-2-6 to34-11-2,Exterior(2E)34-11-2 to36-6-4zone;cantilever left
exposed ; end verticalleftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)Thistrusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding178 lbupliftat joint19and217lbupliftat joint10.
8)Thistruss is designed inaccordance with the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T21 1 12005377-12T Hip JobReference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.FriJul1014:19:53 Page: 1
ID:zHDc6MnJljdyLcu?i8YDRGyeGtv-4wXXbNtZT5pZISBUMtMiLICEp19CRQDOQDJZtFyzSaq
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
17
16 1514 1312 11 10
9
1
2
3 4
8
6 75
T2
T1
T3
T4
W1
W11
B1 B1B2
W3 W4
W5 W6
W7 W8 W9 W8 W7
W2
W10
Scale = 1:64.7
Plate Offsets(X,Y):[1:Edge,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.96 Vert(LL)-0.1215-16>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.62 Vert(CT)-0.2515-16>999180
TCDL 10.0 RepStress Incr YES WB 0.77 Horz(CT)0.06 9n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:220 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor7-9-10ocbracing.
WEBS 1 Rowatmidpt 2-15,4-12,5-11,6-11,7-10,8-9
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=1361/0-6-0,(min.0-2-5),17=1314/0-6-0,(min.0-2-5)
Max Horiz17=377(LC16)
Max Uplift9=-160(LC16),17=-193(LC16)
Max Grav9=1475(LC40),17=1484(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-18=-2369/268,2-18=-2285/290,2-19=-2051/249,3-19=-1846/279,3-4=-1819/282,4-20=-1427/216,20-21=-1403/220,
5-21=-1272/254,5-22=-902/230,6-22=-904/230,6-23=-904/230,7-23=-902/231,7-24=-514/143,8-24=-620/130,
1-17=-1412/231,8-9=-1435/273
BOT CHORD 16-17=-462/351,15-16=-567/2053,14-15=-398/1751,13-14=-398/1751,12-13=-398/1751,11-12=-206/1133,
10-11=-80/511
WEBS 2-15=-416/204,4-15=-27/462,4-12=-927/290,5-12=-144/823,5-11=-681/191,6-11=-521/168,7-11=-182/1009,
7-10=-943/226,1-16=-96/1799,8-10=-177/1158
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 to3-9-12, Interior(1)3-9-12 to21-10-14,Exterior(2R)21-10-14to26-11-0, Interior(1)26-11-0 to31-11-2,Exterior(2E)31-11-2 to36-6-4 zone; cantilever
leftexposed ; end verticalleftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding193 lbupliftatjoint17and160lbupliftat joint9.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T22 1 12005377-12T Hip Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:54 Page: 1
ID:H9C6jOH15Jo7mvXucFnqbvyeGtG-Y75vpjuCEPxQvcmgwbtxtWlL0RUfAtsXet36PhyzSap
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
15
14 13 1211 10 9
8
1
2
3
7
4 5 6
T2
T1
T3
T4
W1
W11
B1 B1B2
W3 W4
W5 W6
W7 W8 W9 W8 W7
W2
W10
Scale = 1:62.4
Plate Offsets(X,Y):[1:Edge,0-1-12], [3:0-5-0,0-3-4],[4:0-4-0,0-2-8], [6:0-3-0,0-2-0], [13:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 Vert(LL)-0.1113-14>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.59 Vert(CT)-0.2412-13>999180
TCDL 10.0 RepStress Incr YES WB 0.79 Horz(CT)0.06 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:216 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor7-10-7ocbracing.
WEBS 1 Rowatmidpt 3-12,4-10,5-10,6-9,7-8
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=1377/0-6-0,(min.0-2-5),15=1320/0-6-0,(min.0-2-5)
Max Horiz15=370(LC16)
Max Uplift8=-153(LC13),15=-188(LC16)
Max Grav8=1455(LC2),15=1481(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-16=-2372/268,2-16=-2229/289,2-17=-2073/241,3-17=-1857/275,3-18=-1471/226,4-18=-1323/258,4-19=-952/224,
5-19=-952/224,5-20=-952/224,20-21=-952/224,6-21=-952/224,6-7=-499/115,1-15=-1409/225,7-8=-1431/263
BOT CHORD 14-15=-433/326,13-14=-558/2058,12-13=-395/1753,11-12=-213/1173,10-11=-213/1173,9-10=-67/429
WEBS 2-13=-380/193,3-13=-24/423,3-12=-897/283,4-12=-140/819,4-10=-646/183,5-10=-618/205,6-10=-185/1103,
6-9=-1050/242,1-14=-126/1847,7-9=-186/1226
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 to3-9-12, Interior(1)3-9-12 to20-10-0,Exterior(2R)20-10-0 to26-0-4, Interior(1)26-0-4 to33-0-0,Exterior(2E)33-0-0 to36-6-4 zone;cantileverleft
exposed ; end verticalleftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding188 lbupliftatjoint15and153lbupliftat 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-WoodsideatWest ClayLot27
T23 1 12005377-12T PiggybackBase Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:19:55 Page: 1
ID:9l0vGByX8CjKtMESKJHkKVyeGsP-0JfH03uq?i3HXlLsUIOAQjIZIrqGvKnhtXogx7yzSao
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
0.00 lb/ft to20.00 lb/ft
770.00 lb
3x4
22
21
20 16
15 14 13 12
11
1
19 18 17
2 3
4
5 6
10
8 97
T2
T1
T3
T4
W1
W18
B1 B5 B6
B2 B3
B4
W7 W8 W9
W12
W11 W13 W14 W15 W16 W15
W17
W3W4W2
W10
W6
W5
Scale =1:62.4
Plate Offsets(X,Y):[2:0-3-0,0-1-12], [7:0-2-12,0-1-4], [9:0-5-8,0-2-12], [11:Edge,0-3-8], [17:0-3-0,0-4-4], [19:0-5-8,0-4-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.84 Vert(LL)0.1818-19>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.3317-18>999180
TCDL 10.0 RepStress Incr NO WB 0.97 Horz(CT)0.1911n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:262 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2*Except*T3:2x6SP2400F2.0E,T4:2x6SPFNo.2
BOTCHORD2x4SPF No.2*Except*B2:2x4SPFStud,B3:2x6SPF No.2
WEBS 2x4SPFStud*Except*W11,W13,W14,W15,W16,W18,W17:2x4SPF
No.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor2-2-12ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
9-5-12ocbracing:21-22
8-7-12ocbracing:18-19
8-9-11ocbracing:17-18.
WEBS 1Rowatmidpt 7-15,7-13,8-13,9-12
WEBS 2Rowsat1/3pts 10-11
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)11=2101/0-6-0,(min.0-3-7),22=1399/0-6-0,(min.0-2-7)
MaxHoriz22=379(LC16)
MaxUplift11=-304(LC13),22=-208(LC16)
MaxGrav11=2172(LC2),22=1556(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-1232/163,2-3=-3713/909,3-23=-3801/997,4-23=-3760/1024,4-24=-2451/347,5-24=-2442/351,5-6=-2238/381,
6-25=-2454/497,7-25=-2326/526,7-26=-1151/263,8-26=-1155/262,8-27=-1151/261,27-28=-1151/261,28-29=-1151/261,
9-29=-1151/261,9-10=-798/167,1-22=-1458/198,10-11=-2141/396
BOTCHORD 21-22=-390/194,20-21=-108/308,18-19=-706/2757,17-18=-706/2756,6-17=-559/248,14-15=-246/1326,
13-14=-246/1326,12-13=-107/649
WEBS 4-19=-559/837,4-18=0/342,4-17=-794/288,15-17=-220/1165,7-17=-438/1497,7-13=-538/161,8-13=-682/218,
9-13=-178/1057,9-12=-1599/347,10-12=-304/1824,2-19=-654/2220,2-21=-1622/482,19-21=-521/1013,
1-21=-155/1293
NOTES
1)Unbalancedroof live 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 zoneand C-C
Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to20-10-0,Exterior(2R)20-10-0 to26-0-4, Interior(1)26-0-4 to33-0-0,Exterior(2E)33-0-0 to36-6-4 zone;C-C formembers
and forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding208 lbupliftat joint22and304lbupliftat joint11.
8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T24 4 12005377-12T PiggybackBase JobReference(optional)
Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:19:56 Page: 1
ID:Ibxyqi7?3J3QdQjI4u1jIAyeGqt-UVDgEPvSm0B89vv210wPzxqiEF4LekFq6BYDUayzSan
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
9)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)770 lbdownand160 lbupat32-7-15on top chord.Thedesign/selection
ofsuch connectiondevice(s) is theresponsibilityofothers.
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-7=-51,7-29=-61,20-22=-20,17-19=-20,11-16=-20
ConcentratedLoads(lb)
Vert:29=-770
TrapezoidalLoads(lb/ft)
Vert:29=-61-to-9=-63,9=-53-to-10=-71
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T24 4 12005377-12T PiggybackBase Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:19:56 Page: 2
ID:Ibxyqi7?3J3QdQjI4u1jIAyeGqt-UVDgEPvSm0B89vv210wPzxqiEF4LekFq6BYDUayzSan
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
770.00lb
0.00 lb/ft to20.00 lb/ft
3x4
22
21
20 16
1514 13 12
11
1
19 18 17
2 3
4
5 6
10
987
T2
T1
T3 T4
W1
W18
B1 B5 B6
B2 B3
B4
W7 W8 W9
W12
W11 W13 W14 W15 W16 W15
W17
W5W3W4W2
W10
W6
Scale =1:62.4
Plate Offsets(X,Y):[7:0-2-12,0-1-4], [9:0-5-12,0-2-12], [11:Edge,0-3-8], [17:0-3-0,0-4-4], [19:0-5-8,0-3-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.80 Vert(LL)0.1718-19>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.3217-18>999180
TCDL 10.0 RepStress Incr NO WB 0.98 Horz(CT)0.1811n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:260 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2*Except*T3:2x6SP2400F2.0E,T4:2x6SPFNo.2
BOTCHORD2x4SPF No.2*Except*B2:2x4SPFStud,B3:2x6SPF No.2
WEBS 2x4SPFStud*Except*W11,W13,W14,W15,W16,W18,W17:2x4SPF
No.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor2-4-5ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
9-4-4ocbracing:21-22
8-8-7ocbracing:18-19
8-10-6ocbracing:17-18.
WEBS 1Rowatmidpt 7-14,7-13,8-13,9-12
WEBS 2Rowsat1/3pts 10-11
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)11=2078/0-6-0,(min.0-3-6),22=1341/0-6-0,(min.0-2-6)
MaxHoriz22=391(LC16)
MaxUplift11=-324(LC13),22=-197(LC16)
MaxGrav11=2141(LC2),22=1499(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-1269/165,2-3=-3573/893,3-23=-3659/980,4-23=-3618/1007,4-24=-2320/323,5-24=-2312/326,5-6=-2107/356,
6-25=-2325/473,7-25=-2197/501,7-26=-1012/224,8-26=-1015/224,8-27=-1012/223,27-28=-1012/223,
28-29=-1012/223,29-30=-1012/223,9-30=-1012/223,9-10=-583/122,1-22=-1412/190,10-11=-2115/384
BOTCHORD 21-22=-401/199,20-21=-109/300,18-19=-697/2636,17-18=-697/2635,6-17=-560/248,13-14=-236/1215,12-13=-79/470
WEBS 4-19=-566/830,4-18=0/339,4-17=-789/289,14-17=-211/1063,7-17=-437/1476,7-13=-602/174,8-13=-686/219,
9-13=-197/1131,9-12=-1721/367,10-12=-316/1867,2-19=-656/2123,2-21=-1620/505,19-21=-543/1060,
1-21=-150/1277
NOTES
1)Unbalancedroof live 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 zoneand C-C
Exterior(2E)0-1-12 to3-8-9, Interior(1)3-8-9 to20-10-0,Exterior(2R)20-10-0 to25-10-8, Interior(1)25-10-8 to33-0-0,Exterior(2E)33-0-0 to35-6-4 zone;C-C formembers
and forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding197 lbupliftat joint22and324lbupliftat joint11.
8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)770 lbdownand160 lbupat32-7-8on top chord.Thedesign/selectionof
suchconnectiondevice(s) is theresponsibilityofothers.
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T25 2 12005377-12T PiggybackBase JobReference(optional)
Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:19:57 Page: 1
ID:cykjDEciG5z7ps2Rzw1UabyeGam-yin2Rlw4XKJ?m3UFbjReV8NtgeR7NBPzKrHn00yzSam
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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:1-7=-51,7-30=-61,20-22=-20,17-19=-20,11-16=-20
ConcentratedLoads(lb)
Vert:30=-770
TrapezoidalLoads(lb/ft)
Vert:30=-60-to-9=-63,9=-53-to-10=-71
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T25 2 12005377-12T PiggybackBase Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:19:57 Page: 2
ID:cykjDEciG5z7ps2Rzw1UabyeGam-yin2Rlw4XKJ?m3UFbjReV8NtgeR7NBPzKrHn00yzSam
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
24
23
22 18
17 1615 14 13
12
1
21 20 19
2 3
4
11
5 106
7 8 9
T2
T1
T3
T4
W1
W19
B1 B5 B6
B2 B3
B4
W12
W11 W13W14 W15 W14W13
W16 W17
W18
W5W3W4W2
W10
W6
W7 W8W9
Scale=1:72.5
PlateOffsets(X,Y):[7:0-7-8,0-2-8], [9:0-3-8,0-2-4], [15:0-2-0,0-2-0], [19:0-2-12,0-2-8], [21:0-6-0,0-4-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.95 Vert(LL)-0.18 6>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.34 6>999180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.1712n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:303lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2*Except*T1:2x4SP2400F2.0E
BOT CHORD2x4SPF No.2*Except*B2:2x4SP2400F2.0E,B3:2x6SP2400F2.0E,
B5,B6:2x6SPF No.2
WEBS 2x4SPFStud*Except*W11,W13,W14,W15,W16,W17,W5:2x4SPF
No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 7-17,7-16,8-16,9-14,10-13,11-12
MiTekrecommendsthatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)12=1598/0-6-0,(min.0-2-14),24=1565/0-6-0,(min.0-2-12)
MaxHoriz24=304(LC16)
MaxUplift12=-133(LC17),24=-227(LC16)
Max Grav12=1837(LC40),24=1747(LC40)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-1478/190,2-3=-4092/844,3-25=-4236/943,4-25=-4198/965,4-26=-2885/406,5-26=-2877/409,5-27=-2747/425,
6-27=-2672/439,6-7=-2893/570,7-28=-1586/374,8-28=-1586/374,8-29=-1586/374,9-29=-1586/374,9-30=-1361/308,
10-30=-1496/273,10-31=-691/129,11-31=-794/118,1-24=-1647/219,11-12=-1809/258
BOTCHORD 23-24=-318/159,22-23=-126/423,20-21=-652/3169,19-20=-652/3168,6-19=-568/252,17-18=-42/307,16-17=-215/1680,
15-16=-138/1222,14-15=-138/1222,13-14=-98/710
WEBS 4-21=-473/807,4-20=0/359,4-19=-824/282,17-19=-180/1397,7-19=-425/1550,7-16=-356/142,8-16=-612/203,
9-16=-153/829,9-14=-454/147,10-14=-92/838,10-13=-1363/281,11-13=-227/1618,2-21=-592/2420,2-23=-1808/447,
21-23=-434/1128,1-23=-171/1465
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 zoneandC-C
Exterior(2E)0-1-12 to4-5-12, Interior(1)4-5-12 to20-10-0,Exterior(2R)20-10-0to26-11-0, Interior(1)26-11-0 to33-0-0,Exterior(2R)33-0-0 to39-1-9, Interior(1)39-1-9 to
43-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12inaccordance with IBC
1608.3.4.
4)Unbalancedsnow loadshavebeenconsidered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)AllplatesareMT20platesunlessotherwise indicated.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding227 lbupliftat joint24and133lbupliftat joint12.
9)This trussisdesignedinaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T26 2 12005377-12T PiggybackBase Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jul1014:19:59 Page: 1
ID:SXrqacXRqy?aOIh?npOmX6yeGYH-u4vosQxK2xZj0Nedj8T6aZSBuSE1r5SGo9mt4vyzSak
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
=MT18HS10x14
19
18 1716 15 14 13 12 11
10
1
2
9
3
4
8
5 6 7
T2
T1
T3
T4
W1
W13
B1 B3B2
W3 W4
W5 W6
W7W8 W9 W8 W7
W2
W10 W11
W12
Scale=1:72.5
PlateOffsets(X,Y):[5:0-4-0,0-2-8], [7:0-3-0,0-2-0], [10:Edge,0-3-8], [18:0-3-0,0-2-12], [19:Edge,0-7-13]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.86 Vert(LL)-0.1417>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.2615-17>999180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.93 Horz(CT)0.0610n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:272lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x6SPF No.2
WEBS 2x4SPF No.2*Except*W3,W1,W2,W13:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 4-15,5-14,6-14,7-12,9-10,8-11
MiTekrecommendsthatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)10=1599/0-6-0,(min.0-2-14),19=1570/Mechanical,(min.
0-1-8)
MaxHoriz19=304(LC16)
MaxUplift10=-132(LC17),19=-224(LC16)
Max Grav10=1838(LC40),19=1752(LC40)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-20=-2891/337,2-20=-2748/358,2-21=-2640/351,3-21=-2544/365,3-4=-2431/384,4-22=-2047/356,5-22=-1895/389,
5-23=-1591/373,6-23=-1591/373,6-24=-1591/373,7-24=-1591/373,7-8=-1447/322,8-25=-972/198,25-26=-1069/182,
9-26=-1149/176,1-19=-1657/258,9-10=-1788/279
BOTCHORD 18-19=-392/406,17-18=-541/2521,16-17=-388/2275,15-16=-388/2275,14-15=-215/1683,13-14=-137/1215,
12-13=-137/1215,11-12=-123/956
WEBS 2-17=-332/180,4-17=-17/409,4-15=-886/279,5-15=-133/794,5-14=-353/142,6-14=-617/204,7-14=-148/843,
7-12=-438/141,1-18=-171/2155,8-12=-89/646,8-11=-1035/212,9-11=-188/1473
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 zoneandC-C
Exterior(2E)0-1-12 to4-5-12, Interior(1)4-5-12 to20-10-0,Exterior(2R)20-10-0to26-11-0, Interior(1)26-11-0 to33-0-0,Exterior(2R)33-0-0 to39-1-9, Interior(1)39-1-9 to
43-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12inaccordance with IBC
1608.3.4.
4)Unbalancedsnow loadshavebeenconsidered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)AllplatesareMT20platesunlessotherwise indicated.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Refer togirder(s) for truss to truss connections.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding224 lbupliftat joint19and132lbupliftat joint10.
10)This trussisdesignedinaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T27 1 12005377-12T PiggybackBase Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jul1014:20:00 Page: 1
ID:70oneCKHzQea820RSu1UWKyeGVz-MHSA3myzpFhadXDqGr_L7n?NzsZjaYxQ1pWRdLyzSaj
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
22 2120 1918 17 16 1514 13
1212
113
10495
867
T2
T1
T3
T4
T1
B1 B3B1B2
W1 W2
W3 W4
W5W6 W7 W6W5
W8W9
W10W11
HW2HW1
Scale=1:88.9
PlateOffsets(X,Y):[1:0-6-14,Edge], [12:Edge,0-1-7]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.83 Vert(LL)-0.2017-19>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(CT)-0.3917-19>999180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.47 Horz(CT)0.1312n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:364 lbFT=20%
LUMBER
TOPCHORD2x6SPF No.2
BOT CHORD2x6SP2400F2.0E
WEBS 2x4SPF No.2*Except*W1,W9,W11:2x4SPFStud
WEDGE Right:2x4SPFStud
SLIDER Left2x4SPFStud--1-6-0
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor2-2-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1Rowatmidpt 5-19,6-17,7-17,8-17,9-16
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=1985/Mechanical,(min.0-1-8),12=1984/0-6-0,(min.0-1-13)
Max Horiz1=-194(LC17)
Max Uplift1=-255(LC16),12=-260(LC17)
Max Grav1=2226(LC40),12=2221(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-1788/109,2-30=-3810/487,3-30=-3689/519,3-31=-3645/523,31-32=-3585/529,4-32=-3520/536,4-33=-3457/545,
5-33=-3451/549,5-6=-3071/555,6-34=-2696/558,34-35=-2696/558,7-35=-2696/558,7-36=-2696/558,36-37=-2696/558,
8-37=-2696/558,8-9=-3106/556,9-38=-3542/558,10-38=-3570/556,10-39=-3700/537,11-39=-3781/534,
11-40=-3965/545,12-40=-4082/528
BOTCHORD 1-22=-466/3300,21-22=-466/3300,20-21=-317/3206,19-20=-317/3206,18-19=-180/2593,17-18=-180/2593,
16-17=-176/2618,15-16=-319/3309,14-15=-319/3309,13-14=-403/3558,12-13=-403/3558
WEBS 5-21=-11/387,5-19=-910/281,6-19=-133/791,6-17=-147/509,7-17=-601/199,8-17=-148/470,8-16=-132/825,
9-16=-980/295,9-14=-3/444,11-14=-365/196
NOTES
1)Unbalancedroof live loadshavebeen consideredfor 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)0-0-0 to5-5-3, Interior(1)5-5-3 to20-10-0,Exterior(2R)20-10-0 to28-6-3, Interior(1)28-6-3 to33-0-0,Exterior(2R)33-0-0 to40-8-3, Interior(1)40-8-3 to54-4-0
zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaces withslopes less than0.500/12 inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered forthisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)AllplatesareMT20platesunlessotherwise indicated.
7)Allplatesare4x4MT20unlessotherwise indicated.
8)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads.
9)Refer togirder(s) for truss to truss connections.
10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding255lbupliftat joint1and260 lbupliftat joint12.
11)This truss is designed inaccordancewith the2018 International ResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T28 1 12005377-12T PiggybackBase Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.FriJul1014:20:01 Page: 1
ID:jbK2ZhxieHPicUg?lKwgPNyeGTu-rT0YH6zbaYqRFgo0qZVaf_YZFGtSJ6PZFTF_9nyzSai
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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
22 2120 191817 16 1514 13
1212
113
104
95
76 8
T2
T1
T3
T4
T1
B1 B4B3B2
W1 W2
W3W4
W5 W6 W6 W5
W8 W9
W10W11
W7
HW2HW1
Scale =1:91.4
Plate Offsets(X,Y):[1:0-6-14,Edge], [12:Edge,0-1-11]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.87 Vert(LL)-0.2119>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.4014-16>999180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.52 Horz(CT)0.1312n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:370 lbFT=20%
LUMBER
TOPCHORD2x6SPF No.2
BOTCHORD2x6SP2400F2.0E
WEBS 2x4SPF No.2*Except*W1,W11:2x4SPFStud
WEDGE Right:2x4SPFStud
SLIDER Left2x4SPFStud--1-6-0
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor2-2-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1Rowatmidpt 3-21,5-19,6-17,8-17,9-16,11-14,
7-17
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=1973/Mechanical,(min.0-1-8),12=1972/0-6-0,(min.0-1-14)
Max Horiz1=-203(LC17)
Max Uplift1=-266(LC16),12=-271(LC17)
Max Grav1=2252(LC40),12=2246(LC40)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOP CHORD 1-2=-1802/95,2-30=-3875/488,3-30=-3752/522,3-31=-3670/526,4-31=-3612/528,4-32=-3543/537,32-33=-3476/547,
5-33=-3448/550,5-6=-3072/555,6-34=-2667/553,34-35=-2668/553,7-35=-2669/553,7-36=-2669/553,36-37=-2668/553,
8-37=-2667/553,8-9=-3103/555,9-38=-3588/557,10-38=-3657/550,10-39=-3719/535,11-39=-3799/534,
11-40=-4023/547,12-40=-4140/528
BOTCHORD 1-22=-489/3356,21-22=-489/3356,20-21=-327/3231,19-20=-327/3231,18-19=-168/2606,17-18=-168/2606,
16-17=-164/2627,15-16=-308/3326,14-15=-308/3326,13-14=-400/3607,12-13=-400/3607
WEBS 3-21=-267/190,5-21=-11/430,5-19=-925/292,6-19=-141/787,6-17=-137/460,8-17=-138/422,8-16=-140/822,
9-16=-992/305,9-14=-4/483,11-14=-425/210,7-17=-507/157
NOTES
1)Unbalancedroof live 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)0-0-0 to5-5-3, Interior(1)5-5-3 to22-0-6,Exterior(2R)22-0-6 to29-8-9, Interior(1)29-8-9 to31-9-10,Exterior(2R)31-9-10 to39-5-8, Interior(1)39-5-8 to54-4-0
zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC
1608.3.4.
4)Unbalanced snowloadshavebeen considered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)AllplatesareMT20platesunlessotherwise indicated.
7)Allplatesare4x4MT20unlessotherwise indicated.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads.
9)Refer togirder(s) for truss to trussconnections.
10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding266 lbupliftat joint1and271lbupliftat joint12.
11)This truss is designedinaccordance with the2018 International ResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T29 1 12005377-12T Hip JobReference(optional)
Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.FriJul1014:20:02 Page: 1
ID:ZvyBVedevbMPgXDm2VUqB3ye5Zo-JfaxUS_DLsyItqNCOG0pCC4jMfDV2YliU7?YhDyzSah
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
22 21 2019 18 17 16 1514 13
1212
113
104
95
76 8
T2
T1
T3
T4
T1
B1 B3B1B2
W4
W5 W6 W7 W6 W5
W8 W9
W10 W11W1W2
W3
HW2HW1
Scale = 1:91.2
Plate Offsets(X,Y):[1:0-6-14,Edge], [12:Edge,0-1-11]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.77 Vert(LL)-0.1917>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.3917-19>999180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.1212n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:355 lbFT = 20%
LUMBER
TOP CHORD2x6SPF No.2
BOT CHORD2x6SP2400F2.0E
WEBS 2x4SPF No.2*Except*W9,W11,W1,W2,W3:2x4SPFStud
WEDGE Right:2x4SPFStud
SLIDER Left2x4SPFStud--1-6-0
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-3-7ocpurlins.
BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1Rowatmidpt 5-19,7-17,9-16
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=2003/Mechanical,(min.0-1-8),12=2002/0-6-0,(min.0-1-13)
Max Horiz1=-177(LC17)
Max Uplift1=-238(LC16),12=-244(LC17)
Max Grav1=2187(LC40),12=2182(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOP CHORD 1-2=-1760/130,2-30=-3706/485,3-30=-3594/515,3-31=-3599/520,31-32=-3534/531,4-32=-3512/532,4-33=-3468/538,
5-33=-3405/550,5-6=-3100/555,6-34=-3003/578,7-34=-3004/577,7-35=-3004/577,8-35=-3003/577,8-9=-3143/557,
9-36=-3538/561,10-36=-3603/555,10-37=-3624/545,37-38=-3663/541,11-38=-3732/533,11-39=-3873/543,
12-39=-3990/514
BOT CHORD 1-22=-427/3208,21-22=-427/3208,20-21=-325/3161,19-20=-325/3161,18-19=-210/2698,17-18=-210/2698,
16-17=-208/2730,15-16=-337/3277,14-15=-337/3277,13-14=-407/3479,12-13=-407/3479
WEBS 5-19=-786/253,6-19=-106/721,6-17=-176/666,7-17=-832/267,8-17=-176/623,8-16=-106/761,9-16=-864/266,
9-14=-5/379,11-14=-270/174,5-21=-13/315
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 zoneandC-C
Exterior(2E)0-0-0 to5-5-3,Interior(1)5-5-3 to19-0-6,Exterior(2R)19-0-6to26-11-0, Interior(1)26-11-0 to34-9-10,Exterior(2R)34-9-10 to42-5-13, Interior(1)42-5-13 to
54-4-0 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposedsurfaces with slopesless than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snowloadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)AllplatesareMT20platesunlessotherwise indicated.
7)Allplatesare4x4MT20unlessotherwise indicated.
8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
9)Refer togirder(s) for truss to truss connections.
10)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding238 lbupliftat joint1and244 lbupliftat joint12.
11)This trussisdesignedinaccordancewith the2018 InternationalResidential CodesectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T30 1 12005377-12T Hip Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:20:03 Page: 1
ID:A1XJYlfOavOjCCUsK4z_SHye5XB-ns8Jio?r6A48U_yPy_Y2lPdvb3ZHn0Psjnk5DgyzSag
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
24 23 2221 2019 18 171615 14
1312
123
11104
6 7 85 9
T2
T1
T3 T4
T5
T1
B1 B4B3B2
W4
W5 W6 W7 W6W7 W6 W5
W8
W1W2
W3 W9
W10 W11
HW2HW1
Scale=1:91.1
PlateOffsets(X,Y):[1:0-6-14,Edge],[4:0-4-0,0-4-8], [13:Edge,0-1-7]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.68 Vert(LL)-0.2318-20>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.4418-20>999180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT)0.1213n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:357 lbFT = 20%
LUMBER
TOP CHORD2x6SPF No.2
BOT CHORD2x6SP2400F2.0E
WEBS 2x4SPF No.2*Except*W1,W2,W3,W9,W10,W11:2x4SPFStud
WEDGE Right:2x4SPFStud
SLIDER Left2x4SPFStud--1-6-0
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-14ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 6-20,8-20,8-18
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordancewithStabilizer
Installationguide.REACTIONS (lb/size)1=2033/Mechanical,(min.0-1-8),13=2031/0-6-0,(min.0-1-13)
MaxHoriz1=-150(LC17)
MaxUplift1=-207(LC16),13=-213(LC17)
MaxGrav1=2173(LC2),13=2173(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOP CHORD 1-2=-1662/158,2-32=-3556/476,3-32=-3451/500,3-33=-3591/519,33-34=-3565/528,4-34=-3526/544,4-5=-3365/551,
5-35=-3724/598,6-35=-3725/598,6-36=-3722/597,7-36=-3722/597,7-37=-3722/597,8-37=-3722/597,8-38=-3745/601,
9-38=-3745/602,9-10=-3417/557,10-11=-3600/559,11-39=-3657/557,39-40=-3690/544,12-40=-3731/533,
12-41=-3772/537,13-41=-3892/511
BOT CHORD 1-24=-365/3060,23-24=-365/3060,22-23=-348/3190,21-22=-348/3190,20-21=-294/2995,19-20=-341/3743,
18-19=-341/3743,17-18=-250/3041,16-17=-357/3301,15-16=-357/3301,14-15=-408/3379,13-14=-408/3379
WEBS 4-21=-638/212,5-21=-80/595,5-20=-229/1126,6-20=-697/226,8-18=-680/265,9-18=-230/1087,9-17=-85/652,
10-17=-717/222,3-23=-70/295,10-15=-11/283
NOTES
1)Unbalancedroof liveloadshavebeenconsidered 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)0-0-0 to5-4-11, Interior(1)5-4-11 to16-0-6,Exterior(2R)16-0-6 to23-8-9, Interior(1)23-8-9 to37-9-10,Exterior(2R)37-9-10 to45-5-13, Interior(1)45-5-13 to
54-4-0zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordancewith IBC
1608.3.4.
4)Unbalanced snowloadshavebeenconsidered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)AllplatesareMT20platesunlessotherwiseindicated.
7)Allplatesare4x4MT20unlessotherwise indicated.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Refer togirder(s) for truss to truss connections.
10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding207 lbupliftat joint1and213 lbupliftat joint13.
11)This trussisdesignedinaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferencedstandardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T31 1 12005377-12T Hip Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.FriJul1014:20:03 Page: 1
ID:N2OSqCDxzsnGoAQrxNJTjhye5V9-ns8Jio?r6A48U_yPy_Y2lPdx33aEnyFsjnk5DgyzSag
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
21 2019 1817 16 15 1413 12
1112
103
5 6 7 84 9
T1
T2 T3
T4
B1 B3B1B2
W1 W2
W3 W4 W4 W3
W6 W7
W5W4 W5 W4W5
HW2HW1
Scale =1:91.1
PlateOffsets (X,Y):[4:0-3-8,0-3-0], [9:0-3-4,0-3-0], [11:Edge,0-1-15]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL (roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)-0.2616>999240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.4816-18>999180
TCDL 10.0 RepStress Incr YES WB 0.96 Horz(CT)0.1411n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:369lbFT=20%
LUMBER
TOP CHORD2x6 SP 2400F2.0E
BOT CHORD2x6 SP 2400F2.0E
WEBS 2x4 SPF Stud*Except*W4,W6:2x4SPFNo.2
WEDGE Right:2x4 SPF Stud
SLIDER Left2x4 SPF Stud --1-6-0
BRACING
TOPCHORD Structural woodsheathingdirectlyappliedor4-8-2ocpurlins.
BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends that Stabilizersandrequiredcrossbracingbe
installedduring trusserection,inaccordance with Stabilizer
Installationguide.
REACTIONS (lb/size)1=2064/Mechanical, (min.0-1-8),11=2061/0-6-0, (min.0-1-13)
Max Horiz1=-124 (LC17)
Max Uplift1=-221 (LC13),11=-218 (LC12)
MaxGrav1=2173 (LC2),11=2173 (LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown.
TOPCHORD 1-2=-1637/160,2-29=-3655/484,29-30=-3615/500,3-30=-3529/515,3-4=-3676/542,4-31=-4380/645,5-31=-4380/645,
5-32=-4698/678,32-33=-4698/678,6-33=-4698/678,6-7=-4698/678,7-34=-4698/678,8-34=-4698/678,8-35=-4421/652,
9-35=-4420/653,9-10=-3775/550,10-36=-3799/543,36-37=-3809/539,37-38=-3828/533,38-39=-3908/524,
11-39=-3948/513
BOT CHORD 1-21=-404/3144,20-21=-404/3144,19-20=-407/3298,18-19=-407/3298,17-18=-565/4378,16-17=-565/4378,
15-16=-515/4418,14-15=-331/3370,13-14=-331/3370,12-13=-413/3424,11-12=-413/3424
WEBS 3-20=-346/291,4-20=-27/372,4-18=-304/1545,9-15=-302/1500,9-13=-23/442,10-13=-538/224,5-18=-983/304,
5-16=-117/509,6-16=-457/195,8-16=-113/458,8-15=-948/301
NOTES
1)Unbalanced roofliveloadshavebeenconsidered 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)exteriorzoneandC-C
Exterior(2E)0-0-0 to5-5-3, Interior (1)5-5-3 to13-0-6, Exterior(2R)13-0-6 to20-8-9, Interior (1)20-8-9 to40-9-10, Exterior(2R)40-9-10 to48-5-13,Interior(1)48-5-13to
54-4-0zone;cantileverleftand rightexposed ; endverticalleftand rightexposed;C-C formembersand forces & MWFRS for reactionsshown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16; Pr=20.0psf(roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf; Pf=20.4psf (LumDOL=1.15 Plate DOL=1.15); Is=1.0;Rough CatC; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flat roofsnowloadgoverns.Rainsurchargeappliedtoallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalancedsnowloadshavebeenconsidered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads.
7)Refer togirder(s) fortruss to trussconnections.
8)Providemechanicalconnection (byothers)of truss tobearingplatecapableofwithstanding221lbupliftatjoint1and218lbupliftatjoint11.
9)This trussisdesignedinaccordance with the2018 InternationalResidentialCodesections R502.11.1andR802.10.2and referencedstandardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T32 1 12005377-12T Hip Job Reference (optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.FriJul1014:20:04 Page: 1
ID:ayxb5LE7KM8xARyi1AGsJCye5RG-F2ihv8?TtTC?68XbVh3HHd9BQTwMWMU?yQUem6yzSaf
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
25 24 2322 21 2019 18 1716 15 14
131
2 12
4 5 6 7 8 9 10 113
T1
T2 T2T3
T4
B1 B4B3B2
W1 W2
W3 W3
W6W7
W4 W4W5W4W5W4W5W4W5W4W5
HW1
Scale =1:91.1
PlateOffsets (X,Y):[13:0-2-10,0-2-8], [19:0-6-0,0-6-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL (roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)-0.2819>999240 MT20 244/190
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.28 Vert(CT)-0.5319>999180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.69 Horz(CT)0.1213n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:449lbFT=20%
LUMBER
TOP CHORD2x8 SP 2400F2.0E
BOT CHORD2x8 SP 2400F2.0E
WEBS 2x4 SPF Stud*Except*W4:2x4SPFNo.2
WEDGE Left:2x4 SPF Stud
BRACING
TOPCHORD Structural woodsheathingdirectlyappliedor4-10-1ocpurlins.
BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends that Stabilizersandrequiredcrossbracingbe
installedduring trusserection,inaccordance with Stabilizer
Installationguide.REACTIONS (lb/size)1=2094/Mechanical, (min.0-1-8),13=2091/0-6-0, (min.0-1-13)
Max Horiz1=-97 (LC17)
Max Uplift1=-280 (LC13),13=-276(LC12)
MaxGrav1=2173 (LC2),13=2173 (LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown.
TOPCHORD 1-32=-3724/506,2-32=-3666/527,2-3=-3976/626,3-4=-4975/817,4-33=-5760/954,33-34=-5760/954,5-34=-5760/954,
5-35=-5979/991,6-35=-5979/991,6-7=-5979/991,7-8=-5979/991,8-36=-5979/991,9-36=-5979/991,9-37=-5802/963,
37-38=-5802/963,10-38=-5802/963,10-11=-5059/832,11-12=-4121/646,12-39=-3986/567,39-40=-3991/564,
13-40=-4050/551
BOT CHORD 1-25=-479/3230,24-25=-484/3243,23-24=-524/3591,22-23=-524/3591,21-22=-755/4973,20-21=-893/5760,
19-20=-893/5760,18-19=-863/5802,17-18=-703/5057,16-17=-474/3709,15-16=-474/3709,14-15=-474/3593,
13-14=-451/3565
WEBS 2-24=-160/422,3-24=-22/259,11-15=-29/358,12-15=-324/218,3-22=-370/1927,11-17=-366/1881,4-22=-1264/334,
4-21=-235/1081,5-21=-627/226,5-19=-90/402,7-19=-335/160,9-19=-84/350,9-18=-589/222,10-18=-228/1026,
10-17=-1227/329
NOTES
1)Unbalanced roofliveloadshavebeenconsidered 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)exteriorzoneandC-C
Exterior(2E)0-0-0 to5-3-14, Interior (1)5-3-14 to10-0-6, Exterior(2R)10-0-6 to17-8-9, Interior(1)17-8-9 to43-9-10, Exterior(2R)43-9-10to51-5-13, Interior (1)51-5-13 to
54-4-0zone;cantileverleftand rightexposed ; endverticalleftand rightexposed;C-C formembersand forces & MWFRS for reactionsshown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16; Pr=20.0psf(roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf; Pf=20.4psf (LumDOL=1.15 Plate DOL=1.15); Is=1.0;Rough CatC; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flat roofsnowloadgoverns.Rainsurchargeappliedtoallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalancedsnowloadshavebeenconsidered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)AllplatesareMT20platesunlessotherwiseindicated.
7)Allplatesare4x6MT20unlessotherwiseindicated.
8)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads.
9)Refer togirder(s) fortruss to trussconnections.
10)Providemechanicalconnection (byothers)of truss tobearingplatecapableofwithstanding280lbupliftatjoint1and276lbupliftatjoint13.
11)This trussisdesignedinaccordance with the2018 InternationalResidentialCodesections R502.11.1andR802.10.2and referencedstandardANSI/TPI1.
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T33 1 12005377-12T Hip Job Reference (optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.FriJul1014:20:04 Page: 1
ID:QGWHuuyCu_1oCGp_L?q938ye5P2-F2ihv8?TtTC?68XbVh3HHd9E3T_CWQb?yQUem6yzSaf
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T33 1 12005377-12T Hip Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:20:04 Page: 2
ID:QGWHuuyCu_1oCGp_L?q938ye5P2-F2ihv8?TtTC?68XbVh3HHd9E3T_CWQb?yQUem6yzSaf
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
2928 27 2625 24 2322 21 2019 18 17 16
151
142
4 5 6 7 8 910 11 12 133
T1
T2 T4T3
T5
B1 B4B3B2
W1W2
W3 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W3
W6 W7HW1
Scale =1:91.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL (roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)0.3923>999240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.5823>999180
TCDL 10.0 RepStress Incr NO WB 0.47 Horz(CT)0.1015n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:1276lbFT=20%
LUMBER
TOP CHORD2x8 SP 2400F2.0E*Except*T1,T5:2x6 SP 2400F2.0E
BOT CHORD2x8 SP 2400F2.0E
WEBS 2x4 SPF Stud
WEDGE Left:2x4 SPF Stud
BRACING
TOPCHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins.
BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)1=3928/Mechanical, (min.0-1-8),15=3831/0-6-0, (min.0-1-8)
Max Horiz1=-67 (LC13)
Max Uplift1=-1608 (LC9),15=-1517 (LC8)
MaxGrav1=3930 (LC35),15=3840 (LC35)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown.
TOPCHORD 1-2=-6078/2549,2-3=-7273/3119,3-36=-6557/2835,36-37=-6564/2836,37-38=-6567/2838,4-38=-6572/2839,
4-39=-12875/5566,39-40=-12875/5566,5-40=-12875/5566,5-41=-12875/5566,41-42=-12875/5566,42-43=-12875/5566,
43-44=-12875/5566,6-44=-12875/5566,6-7=-14896/6465,7-45=-14896/6465,45-46=-14896/6465,8-46=-14896/6465,
8-47=-14896/6465,47-48=-14896/6465,9-48=-14896/6465,9-10=-13047/5591,10-49=-13047/5591,11-49=-13047/5591,
11-50=-13047/5591,50-51=-13047/5591,51-52=-13047/5591,12-52=-13047/5591,12-53=-6881/2889,
53-54=-6876/2888,13-54=-6872/2887,13-55=-7639/3188,14-55=-7720/3205,14-15=-6789/2745
BOT CHORD 1-29=-2208/5233,28-29=-2208/5233,28-56=-4382/10234,56-57=-4382/10234,57-58=-4382/10234,27-58=-4382/10234,
27-59=-4382/10234,26-59=-4382/10234,26-60=-4382/10234,25-60=-4382/10234,25-61=-6214/14381,
61-62=-6214/14381,62-63=-6214/14381,24-63=-6214/14381,24-64=-6214/14381,64-65=-6214/14381,
23-65=-6214/14381,22-23=-6213/14462,22-66=-6213/14462,66-67=-6213/14462,21-67=-6213/14462,
21-68=-6213/14462,68-69=-6213/14462,20-69=-6213/14462,19-20=-4391/10476,19-70=-4391/10476,
70-71=-4391/10476,18-71=-4391/10476,18-72=-4391/10476,72-73=-4391/10476,17-73=-4391/10476,
17-74=-2380/5947,16-74=-2380/5947,15-16=-2380/5947
WEBS 2-29=-1079/526,2-28=-808/1856,3-28=-855/2336,4-28=-4513/1963,4-25=-1420/3247,5-25=-599/335,6-25=-1901/855,
6-24=0/276,6-23=-272/647,8-23=-514/321,9-23=-264/572,9-21=0/274,9-20=-1806/833,11-20=-615/340,
12-20=-1407/3161,12-17=-4430/1944,13-17=-965/2616,14-17=-576/1264,14-16=-709/371
NOTES
1)3-ply truss tobeconnected togetherwith10d (0.131"x3")nailsas follows:
Topchordsconnectedas follows:2x6-2rowsstaggeredat0-9-0oc,2x8-2 rowsstaggeredat0-9-0oc.
Bottomchordsconnectedasfollows:2x8-2 rowsstaggeredat0-9-0oc.
Webconnectedas follows:2x4-1 rowat0-9-0oc.
2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback (B)facein theLOAD CASE(S)section.Ply toplyconnectionshavebeenprovided to
distributeonlyloadsnotedas (F)or (B),unlessotherwiseindicated.
3)Unbalanced roofliveloadshavebeenconsidered 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)exteriorzone;cantileverleft
and rightexposed ; endverticalleftandrightexposed;LumberDOL=1.60plategripDOL=1.60
5)TCLL:ASCE7-16; Pr=20.0psf(roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf; Pf=20.4psf (LumDOL=1.15 Plate DOL=1.15); Is=1.0;Rough CatC; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flat roofsnowloadgoverns.Rainsurchargeappliedtoallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC
1608.3.4.
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T34 1 32005377-12T Hip Girder Job Reference (optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.FriJul1014:20:14 Page: 1
ID:G79pq44bR3DqKJGpfy_RCGye5MI-jEG36U05enKskI5n3OaWqqiP5tKCFwO9A4DCIYyzSae
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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)Unbalanced snow loadshavebeenconsideredforthisdesign.
7)Provideadequatedrainagetopreventwaterponding.
8)Allplatesare3x6MT20unlessotherwiseindicated.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads.
10)Refertogirder(s) for trusstotruss connections.
11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1517lbupliftat joint15and1608lbupliftat joint1.
12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)122 lbdownand96lbupat3-5-0,379 lbdownand271 lbupat6-7-14,
141 lbdownand99 lbupat7-1-6,156 lbdownand98 lbupat9-1-6,156 lbdownand98 lbupat11-1-6,156 lbdownand98 lbupat13-1-6,156 lbdownand98 lbupat
15-1-6,156 lbdownand98 lbupat17-1-6,156 lbdownand98 lbupat19-1-6,156lbdownand98lbupat21-1-6,156 lbdownand98 lbupat23-1-6,156 lbdownand98
lbupat25-1-6,156 lbdownand98 lbupat27-1-6,156lbdownand98 lbupat29-1-6,156 lbdownand98 lbupat31-1-6,156 lbdownand98 lbupat33-1-6,156 lb
downand98lbupat35-1-6,156 lbdownand98 lbupat37-1-6,156 lbdownand98 lbupat39-1-6,156lbdownand98 lbupat41-1-6,156 lbdownand98 lbupat
43-1-6,156 lbdownand98 lbupat45-1-6,and377lbdownand270 lbupat47-2-2,and181lbdownand107 lbupat49-6-2on top chord,and38 lbdownat3-5-0,126lb
downat6-7-14,41 lbdownand18 lbupat7-1-6,41 lbdownand18lbupat9-1-6,41 lbdownand18 lbupat11-1-6,41lbdownand18 lbupat13-1-6,41 lbdownand18
lbupat15-1-6,41 lbdownand18 lbupat17-1-6,41 lbdownand18 lbupat19-1-6,41 lbdownand18 lbupat21-1-6,41 lbdownand18 lbupat23-1-6,41 lbdownand
18 lbupat25-1-6,41 lbdownand18 lbupat27-1-6,41 lbdownand18 lbupat29-1-6,41 lbdownand18 lbupat31-1-6,41 lbdownand18 lbupat33-1-6,41 lbdown
and18 lbupat35-1-6,41 lbdownand18 lbupat37-1-6,41 lbdownand18 lbupat39-1-6,41 lbdownand18 lbupat41-1-6,41 lbdownand18lbupat43-1-6,41 lb
downand18lbupat45-1-6,and125 lbdownat47-1-6,and40 lbdownat49-6-2onbottom chord.Thedesign/selectionofsuch connectiondevice(s) istheresponsibilityof
others.
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-3=-51,3-13=-61,13-15=-51,30-33=-20
ConcentratedLoads(lb)
Vert:3=-281(B),2=-94(B),29=-30(B),28=-102(B),23=-31(B),8=-93(B),11=-93(B),20=-31(B),17=-100(B),10=-93(B),13=-279(B),36=-95(B),37=-93
(B),38=-93(B),39=-93(B),40=-93(B),41=-93(B),43=-93(B),44=-93(B),45=-93(B),46=-93(B),47=-93(B),48=-93(B),49=-93(B),50=-93(B),52=-93(B),
53=-93(B),54=-93(B),55=-109(B),56=-31(B),57=-31(B),58=-31(B),59=-31(B),60=-31(B),61=-31(B),62=-31(B),63=-31(B),64=-31(B),65=-31(B),
66=-31(B),67=-31(B),68=-31(B),69=-31(B),70=-31(B),71=-31(B),72=-31(B),73=-31(B),74=-40(B)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T34 1 32005377-12T HipGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:20:14 Page: 2
ID:G79pq44bR3DqKJGpfy_RCGye5MI-jEG36U05enKskI5n3OaWqqiP5tKCFwO9A4DCIYyzSae
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
4x4
=6x8
3x6201918171615141312
1 2 3
5 6 78 9 10 114
T1
T2 T3
W3
B1 B1B2
W1 W2 W3 W4 W3 W4 W3 W4 W3 W4 W3 W2
HW1
Scale =1:62.8
PlateOffsets (X,Y):[2:0-6-10,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL (roof)20.0 PlateGripDOL 1.15 TC 0.26 Vert(LL)0.3215-18>999240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.4515-18>909180 MT18HS 197/144
TCDL 10.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.0712n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:432lbFT=20%
LUMBER
TOP CHORD2x6 SP 2400F2.0E
BOT CHORD2x6 SP 2400F2.0E
WEBS 2x4 SPF Stud*Except*W2:2x4 SPF No.2
SLIDER Left2x4 SPFStud --1-6-0
BRACING
TOPCHORD Structuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals.
BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)2=2236/0-4-0, (min.0-1-8),12=2227/0-6-0, (min.0-1-8)
Max Horiz2=91 (LC12)
Max Uplift2=-1073 (LC8),12=-1088 (LC8)
MaxGrav2=2249 (LC33),12=2390 (LC33)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown.
TOP CHORD 2-3=-2473/1141,3-4=-4187/1960,4-25=-7115/3303,25-26=-7115/3303,5-26=-7118/3303,5-27=-7114/3301,
27-28=-7114/3301,28-29=-7114/3301,6-29=-7114/3301,6-30=-8599/3992,30-31=-8599/3992,31-32=-8599/3992,
7-32=-8599/3992,7-8=-8599/3992,8-33=-8599/3992,33-34=-8599/3992,9-34=-8599/3992,9-35=-4506/2069,
35-36=-4506/2069,36-37=-4506/2069,10-37=-4506/2069,10-38=-4506/2069,38-39=-4506/2069,11-39=-4506/2069,
11-12=-2286/1040
BOT CHORD 2-20=-1790/3782,20-40=-1795/3794,40-41=-1795/3794,19-41=-1795/3794,19-42=-3964/8556,42-43=-3964/8556,
18-43=-3964/8556,17-18=-3964/8556,17-44=-3964/8556,16-44=-3964/8556,15-16=-3964/8556,15-45=-3358/7275,
45-46=-3358/7275,14-46=-3358/7275,14-47=-3358/7275,47-48=-3358/7275,48-49=-3358/7275,13-49=-3358/7275
WEBS 4-19=-1673/3687,5-19=-677/299,6-19=-1594/733,6-18=-65/265,7-15=-481/235,9-15=-702/1465,9-14=-76/276,
9-13=-3063/1426,10-13=-579/254,11-13=-2235/4868
NOTES
1)2-plytruss tobeconnected together with10d (0.131"x3")nailsas follows:
Topchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc,2x4-1 rowat0-9-0oc.
Bottomchordsconnectedas follows:2x6-2rowsstaggeredat0-9-0oc.
Webconnectedas follows:2x4-1 rowat0-9-0oc.
2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback(B) facein theLOADCASE(S)section.Ply toplyconnectionshavebeenprovided to
distributeonlyloadsnotedas (F)or (B), unlessotherwiseindicated.
3)Unbalanced roofliveloadshavebeenconsidered 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)exteriorzone;cantileverleft
exposed ; endverticalleftexposed;porchleftand rightexposed;Lumber DOL=1.60plategrip DOL=1.60
5)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15 Plate DOL=1.15);Is=1.0; Rough CatC; Partially Exp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordancewith IBC
1608.3.4.
6)Unbalancedsnowloadshavebeenconsidered for thisdesign.
7)Thistrusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrent withotherliveloads.
8)Provideadequatedrainage toprevent waterponding.
9)AllplatesareMT20platesunlessotherwiseindicated.
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T35 1 22005377-12T HalfHipGirder Job Reference (optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJul1014:20:18 Page: 1
ID:h3T4IA9oj6IKtq_kpRZ4mpye5Kw-uMQDQE9?29iIY_RuCCH5m9fFIJ3PKt2miIOHBPyzSaT
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads.
11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1088lbupliftat joint12and1073lbupliftat joint2.
12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)229 lbdownand160 lbupat4-6-0,108 lbdownand66 lbupat6-6-12,
108 lbdownand66 lbupat8-6-12,108lbdownand66 lbupat10-6-12,108 lbdownand66lbupat12-6-12,108 lbdownand66 lbupat14-6-12,108 lbdownand66 lb
upat16-6-12,108 lbdownand66 lbupat18-6-12,108 lbdownand66 lbupat20-6-12,108lbdownand66 lbupat22-6-12,108 lbdownand66lbupat24-6-12,108 lb
downand66lbupat26-6-12,108 lbdownand66 lbupat28-6-12,and108 lbdownand66 lbupat30-6-12,and108 lbdownand66 lbupat32-6-12ontopchord,and87
lbdownand88 lbupat4-6-0,37lbdownand36 lbupat6-6-12,37lbdownand36 lbupat8-6-12,37lbdownand36 lbupat10-6-12,37 lbdownand36 lbupat
12-6-12,37 lbdownand36 lbupat14-6-12,37 lbdownand36 lbupat16-6-12,37lbdownand36lbupat18-6-12,37 lbdownand36 lbupat20-6-12,37 lbdownand36
lbupat22-6-12,37 lbdownand36 lbupat24-6-12,37lbdownand36 lbupat26-6-12,37 lbdownand36 lbupat28-6-12,and37 lbdownand36 lbupat30-6-12,and
37 lbdownand36 lbupat32-6-12onbottom chord.Thedesign/selectionof suchconnectiondevice(s)is theresponsibilityofothers.
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-4=-51,4-11=-61,12-21=-20
ConcentratedLoads(lb)
Vert:4=-192(B),8=-76(B),20=-63(B),6=-76(B),18=-26(B),16=-26(B),25=-76(B),26=-76(B),27=-76(B),29=-76(B),30=-76(B),32=-76(B),34=-76(B),
35=-76(B),36=-76(B),37=-76(B),38=-76(B),39=-76(B),40=-26(B),41=-26(B),42=-26(B),43=-26(B),44=-26(B),45=-26(B),46=-26(B),47=-26(B),
48=-26(B),49=-26(B),50=-26(B),51=-26(B)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T35 1 22005377-12T HalfHipGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:20:18 Page: 2
ID:h3T4IA9oj6IKtq_kpRZ4mpye5Kw-uMQDQE9?29iIY_RuCCH5m9fFIJ3PKt2miIOHBPyzSaT
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=8x8
3x1018171615141312
11123
5 6 7 8 9 104
T1
T2 T2
W3
B1 B1B2
W1 W2 W2W3W2W3W2W3W2W3
HW1
Scale = 1:62.8
PlateOffsets (X,Y):[2:0-6-10,Edge], [9:0-3-8,0-1-8], [12:0-3-8,0-2-0], [17:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.54 Vert(LL)0.3013-15>999240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.4613-15>897180
TCDL 10.0 Rep StressIncr YES WB 0.81 Horz(CT)0.0711n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:200lbFT=20%
LUMBER
TOP CHORD2x6SPF No.2
BOT CHORD2x6SP2400F2.0E
WEBS 2x4SPF Stud*Except*W2:2x4 SPFNo.2
SLIDER Left2x4 SPF Stud --1-6-0
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor3-3-2ocpurlins,
exceptendverticals.
BOT CHORD Rigidceilingdirectlyappliedor5-9-9ocbracing.
WEBS 1 Rowatmidpt 10-12
MiTek recommends thatStabilizersandrequiredcrossbracingbe
installedduring trusserection,inaccordance with Stabilizer
Installationguide.
REACTIONS (lb/size)2=1386/0-4-0,(min.0-1-8),11=1374/0-6-0, (min.0-1-8)
MaxHoriz2=125(LC16)
MaxUplift2=-586 (LC12),11=-616(LC12)
MaxGrav2=1469(LC37),11=1710 (LC37)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown.
TOPCHORD 2-3=-1451/1176,3-23=-2749/2119,23-24=-2743/2122,4-24=-2737/2142,4-25=-4111/3000,5-25=-4113/2999,
5-26=-4519/3217,6-26=-4519/3217,6-27=-4001/2805,7-27=-4001/2805,7-28=-4001/2805,8-28=-4001/2805,
8-9=-4001/2805,9-29=-2566/1769,10-29=-2566/1769,10-11=-1645/1063
BOTCHORD 2-30=-1987/2490,30-31=-1987/2490,18-31=-1987/2490,18-32=-1980/2494,17-32=-1980/2494,16-17=-2998/4111,
15-16=-2998/4111,14-15=-3217/4519,13-14=-3217/4519,12-13=-1769/2566
WEBS 4-17=-1183/1879,10-12=-2008/2912,5-17=-788/290,5-15=-286/469,6-13=-595/474,8-13=-415/155,9-13=-1201/1650,
9-12=-1331/707
NOTES
1)Unbalanced roofliveloadshavebeenconsidered forthisdesign.
2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft; Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C
Exterior(2E) -1-2-12 to2-2-7, Interior (1)2-2-7 to6-6-0,Exterior(2R)6-6-0 to11-4-4, Interior (1)11-4-4 to34-2-4zone;cantileverleftexposed ; endverticalleftexposed;porch
leftand rightexposed;C-C formembersandforces & MWFRS for reactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.;
Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopeslessthan0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalancedsnowloadshavebeenconsidered for thisdesign.
5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrent withanyotherliveloads.
8)Providemechanicalconnection (byothers)of truss tobearingplatecapableof withstanding616lbupliftatjoint11and586lbupliftatjoint2.
9)This trussisdesignedinaccordancewith the2018 InternationalResidential CodesectionsR502.11.1and R802.10.2and referencedstandardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T36 1 12005377-12T HalfHip JobReference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJul1014:20:19 Page: 1
ID:YBd1o9UsGPcyXVFpcTWK5Wye5Hv-Jx6M2GBtL45tPRATuLqoOnHiAW3sXAUDOGcxokyzSaQ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
4x6
3x4
=6x6
18 17 16 15 14 13 12 11 10
1 2
3
5 6 7 8 94
T1
T2 T3
W7
W1 B1 B1B2
W4
W5 W6 W6
W3
W2
W7 W6 W7 W6 W7
Scale=1:62.8
Plate Offsets(X,Y):[8:0-3-8,0-1-8], [10:Edge,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.98 Vert(LL)0.3412-15>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(CT)-0.4612-15>880180 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.1010n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:149 lbFT = 20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W6:2x4SPF No.2
BRACING
TOPCHORD Structural woodsheathingdirectlyapplied,exceptend verticals.
BOTCHORD Rigid ceilingdirectlyappliedor3-7-6ocbracing.
WEBS 1 Rowatmidpt 9-11
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordancewithStabilizer
Installationguide.
REACTIONS (lb/size)10=1364/0-6-0,(min.0-2-11),18=1373/0-4-0,(min.0-2-4)
Max Horiz18=147(LC16)
Max Uplift10=-611(LC12),18=-569(LC12)
Max Grav10=1717(LC37),18=1446(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown.
TOP CHORD 2-19=-2259/1875,19-20=-2226/1885,3-20=-2220/1892,3-4=-2527/2002,4-21=-3383/2471,5-21=-3386/2470,
5-22=-3313/2321,6-22=-3313/2321,6-7=-3313/2321,7-8=-3313/2321,8-23=-2238/1539,9-23=-2238/1539,
9-10=-1656/1050,2-18=-1389/1157
BOT CHORD 18-24=-290/159,24-25=-290/159,17-25=-290/159,16-17=-1826/2055,16-26=-1870/2339,15-26=-1870/2339,
14-15=-2469/3383,13-14=-2469/3383,12-13=-2469/3383,11-12=-1539/2238
WEBS 3-16=-128/332,4-16=-253/173,4-15=-721/1255,9-11=-1800/2621,3-17=-323/141,2-17=-1565/1937,5-15=-567/181,
6-12=-522/179,8-12=-938/1279,8-11=-1285/646
NOTES
1)Unbalancedroof liveloadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat.II;ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to8-6-0,Exterior(2R)8-6-0 to13-4-4, Interior(1)13-4-4 to34-2-4 zone;cantilever leftexposed ; end vertical leftexposed;porch
leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC
1608.3.4.
4)Unbalanced snowloadshavebeenconsidered for thisdesign.
5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)AllplatesareMT20platesunlessotherwiseindicated.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding611 lbupliftat joint10and569lbupliftat joint18.
10)This trussisdesignedinaccordancewith the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T37 1 12005377-12T HalfHip JobReference(optional)
Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jul1014:20:20 Page: 1
ID:1pxF7pLT?j05090QepHRK?ye5FV-n7gkGcCV6ODk1blgR2L1x?qm0wIkGbeMdwMVKByzSaP
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
=6x6
15 14 13 12 11 10 9
1 2
3
5 6 7 84
T1
T2 T3
W7
W1 B1 B1B2
W5 W6 W6W7W6W7
W4W3
W2
Scale=1:62.9
Plate Offsets(X,Y):[2:0-3-0,0-1-8], [9:Edge,0-3-8],[11:0-3-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.99 Vert(LL)0.4011-13>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.3811-13>999180
TCDL 10.0 RepStress Incr YES WB 0.85 Horz(CT)0.089n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:149 lbFT=20%
LUMBER
TOP CHORD2x4SPF1650F1.5E*Except*T1:2x4SPFNo.2
BOT CHORD2x4SPFNo.2
WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2
BRACING
TOPCHORD Structuralwood sheathingdirectlyapplied,exceptend verticals.
BOTCHORD Rigid ceilingdirectlyappliedor3-8-13ocbracing.
WEBS 1 Rowatmidpt 8-9,8-10,5-10
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=1358/0-6-0,(min.0-2-10),15=1359/0-4-0,(min.0-2-4)
MaxHoriz15=181(LC16)
MaxUplift9=-608(LC12),15=-549(LC12)
MaxGrav9=1687(LC37),15=1446(LC2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown.
TOP CHORD 2-16=-2269/1939,3-16=-2206/1960,3-17=-2357/1911,4-17=-2351/1935,4-18=-2854/2115,18-19=-2856/2115,
5-19=-2857/2115,5-6=-2144/1521,6-7=-2144/1521,7-20=-2144/1521,8-20=-2144/1521,8-9=-1613/1026,
2-15=-1383/1130
BOT CHORD 15-21=-356/214,14-21=-356/214,14-22=-1908/2036,13-22=-1908/2036,13-23=-1806/2166,12-23=-1806/2166,
11-12=-1806/2166,10-11=-2118/2847
WEBS 4-13=-403/299,4-11=-366/816,8-10=-1761/2484,5-11=-280/127,5-10=-831/710,7-10=-716/245,3-13=-285/215,
2-14=-1571/1863
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; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to10-6-0,Exterior(2R)10-6-0 to15-4-4, Interior(1)15-4-4 to34-2-4 zone; cantilever leftexposed ; end verticalleftexposed;
porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads.
6)Provideadequatedrainage toprevent waterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads.
8)Providemechanicalconnection(byothers)of truss tobearingplate capableofwithstanding608lbupliftatjoint9and549 lbupliftat joint15.
9)This truss isdesigned inaccordance with the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T38 1 12005377-12T HalfHip Job Reference(optional)
Run:8.4 S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:20:20 Page: 1
ID:pRX_4oG853bJ7rq15neGP0ye5EJ-n7gkGcCV6ODk1blgR2L1x?qmuwJZGc1MdwMVKByzSaP
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
16 15 14 13 1211 10 9
1 2
3
5 6 7 84
T1
T2 T3
W7
W1 B1 B1B2
W5 W6 W6W7W6W7
W4W3
W2
Scale=1:62.9
PlateOffsets(X,Y):[9:Edge,0-3-8], [16:Edge,0-9-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 1.00 Vert(LL)0.3011-14>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.68 Vert(CT)-0.3011-14>999180
TCDL 10.0 RepStress Incr YES WB 0.79 Horz(CT)0.079n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:155 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W6:2x4SPF No.2
BRACING
TOP CHORD Structural woodsheathingdirectlyapplied,exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor4-0-13ocbracing.
WEBS 1Rowatmidpt 8-9,4-11,8-10,5-10,2-15
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=1351/0-6-0,(min.0-2-9),16=1345/0-4-0,(min.0-2-5)
Max Horiz16=215(LC16)
Max Uplift9=-605(LC12),16=-530(LC12)
Max Grav9=1650(LC37),16=1484(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown.
TOPCHORD 2-18=-2334/1971,18-19=-2263/1983,3-19=-2207/1997,3-20=-2138/1789,4-20=-2076/1811,4-21=-2309/1787,
5-21=-2311/1787,5-6=-1674/1230,6-7=-1674/1230,7-22=-1674/1230,8-22=-1674/1230,8-9=-1583/1051,
2-16=-1417/1107
BOTCHORD 16-23=-421/323,15-23=-421/323,15-24=-1962/2089,14-24=-1962/2089,13-14=-1694/1949,13-25=-1694/1949,
12-25=-1694/1949,11-12=-1694/1949,10-11=-1786/2309
WEBS 4-14=-480/381,4-11=-155/466,8-10=-1550/2109,5-11=-273/199,5-10=-813/718,7-10=-658/225,3-14=-499/292,
2-15=-1554/1839
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to12-6-0,Exterior(2R)12-6-0 to17-4-4, Interior(1)17-4-4 to34-2-4zone; cantilever leftexposed ; end vertical leftexposed;
porchleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeenconsidered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrentwithanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding605lbupliftat joint9and530 lbupliftat joint16.
9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T39 1 12005377-12T HalfHip Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:20:21 Page: 1
ID:I_jV7CJ4rVQ6R3PY7rBRu9ye5Cz-FJE6TyC8tiLbflKs?msGTCNxYKh4?4FVsa52sdyzSaO
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
15 14 13 12 11 10 9 8
1
2
4 56 73
T1
T2 T3
W7
W1 B1 B1B2
W5 W6 W6W7W6W7
W4W3
W2
Scale=1:61.1
Plate Offsets(X,Y):[15:Edge,0-9-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)0.2613-14>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.2513-14>999180
TCDL 10.0 RepStress Incr YES WB 0.81 Horz(CT)0.068n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:161 lbFT = 20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W6,W4:2x4SPF No.2
BRACING
TOPCHORD Structural woodsheathingdirectlyapplied,exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor3-11-5ocbracing.
WEBS 1 Rowatmidpt 7-8,3-10,7-9,4-9,1-14
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordancewithStabilizer
Installationguide.
REACTIONS (lb/size)8=1345/0-6-0,(min.0-2-8),15=1262/0-4-0,(min.0-2-3)
Max Horiz15=229(LC16)
Max Uplift8=-601(LC12),15=-469(LC12)
Max Grav8=1608(LC36),15=1414(LC37)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOP CHORD 1-16=-2451/1978,16-17=-2367/1986,2-17=-2302/2004,2-18=-1948/1654,3-18=-1875/1684,3-19=-1882/1526,
4-19=-1885/1526,4-20=-1317/1006,5-20=-1317/1006,5-6=-1317/1006,6-21=-1317/1006,7-21=-1317/1006,
7-8=-1547/1075,1-15=-1340/1018
BOT CHORD 15-22=-455/310,14-22=-455/310,14-23=-1991/2185,13-23=-1991/2185,12-13=-1575/1732,11-12=-1575/1732,
11-24=-1575/1732,10-24=-1575/1732,9-10=-1525/1882
WEBS 3-13=-560/473,3-10=-263/240,7-9=-1410/1844,4-10=-365/316,4-9=-802/740,6-9=-600/206,2-13=-706/457,
1-14=-1557/1887
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)0-1-12 to3-6-15, Interior(1)3-6-15 to14-6-0,Exterior(2R)14-6-0 to19-4-4, Interior(1)19-4-4 to34-2-4 zone; cantilever leftexposed ; end vertical leftexposed;
porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding601 lbupliftat joint8and469 lbupliftat joint15.
8)This truss is designed inaccordance with the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T40 1 12005377-12T HalfHip Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.Fri Jul1014:20:21 Page: 1
ID:f1e5SABtfwdliHUavg?YMYye5Bq-FJE6TyC8tiLbflKs?msGTCNzeKif?4xVsa52sdyzSaO
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
2x4
6x8
=4x4
=6x8
17 16 10 9
1
2
15 14 13 12 11
3
5 6 7 84
W1
T1
T2
W12
B1
B2 B3
B4
B1
W3
W2 W11
W10W5W4W6W9W7W8W7W7
Scale =1:37.6
Plate Offsets(X,Y):[3:0-4-8,0-4-0], [4:0-2-12,0-0-12], [11:0-6-0,0-3-0], [13:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.59 Vert(LL)-0.1712-13>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.2912-13>776180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.89 Horz(CT)0.179n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:117lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2*Except*T2:2x6SP2400F2.0E
BOTCHORD2x4SPF No.2*Except*B2:2x4SP2400F2.0E,B3:2x6SP2400F2.0E,
B4:2x4SPFStud
WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2,W10:2x4SPF No.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor2-10-13ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)9=1448/0-6-0,(min.0-2-7),17=1350/0-6-0,(min.0-2-4)
MaxHoriz17=116(LC9)
MaxUplift9=-391(LC9),17=-376(LC8)
MaxGrav9=1539(LC33),17=1438(LC34)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-17=-1444/396,2-3=-2972/878,3-4=-3291/997,4-18=-4610/1276,5-18=-4616/1276,5-19=-4166/1116,
19-20=-4166/1116,6-20=-4166/1116,6-21=-2340/609,7-21=-2340/609,7-22=-2041/541,8-22=-2041/541,8-9=-1436/416
BOTCHORD 14-15=-1038/3420,14-23=-1028/3371,13-23=-1028/3371,13-24=-1314/4609,12-24=-1314/4609,12-25=-1158/4166,
11-25=-1158/4166,7-11=-378/171
WEBS 2-16=-158/584,2-15=-673/2080,8-11=-653/2370,4-14=-108/535,4-15=-406/120,4-13=-330/1334,6-11=-1944/540,
5-13=-399/155,5-12=-500/167,6-12=-28/294
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads.
6)Provideadequatedrainage toprevent waterponding.
7)AllplatesareMT20platesunlessotherwise indicated.
8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding376 lbupliftat joint17and391lbupliftat joint9.
10)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)258 lbdownand155 lbupat4-9-0,111 lbdownand57 lbupat6-9-12,
111 lbdownand57 lbupat8-9-12,111 lbdownand57 lbupat10-9-12,111 lbdownand57 lbupat12-9-12,111 lbdownand57 lbupat14-9-12,and126 lbdownand72
lbupat16-9-12,and134 lbdownand68lbupat18-5-4on top chord,and124 lbdownand44lbupat4-9-0,49 lbdownand19 lbupat6-9-12,49lbdownand19 lbupat
8-9-12,49lbdownand19 lbupat10-9-12,49 lbdownand19 lbupat12-9-12,49lbdownand19 lbupat14-9-12,and45lbdownat16-7-12,and57lbdownat18-5-4
onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers.
12)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B).
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T41 1 12005377-12T Jack-ClosedGirder JobReference(optional)
Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:20:22 Page: 1
ID:bDL7ZIq6ACIEZQ1mWIS_?kye5B?-FJE6TyC8tiLbflKs?msGTCN1zKhO?3eVsa52sdyzSaO
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-4=-51,4-8=-61,16-17=-20,11-15=-20,9-10=-20
ConcentratedLoads(lb)
Vert:4=-220(F),7=-94(F),11=-34(F),14=-124(F),13=-49(F),6=-80(F),5=-80(F),12=-49(F),18=-80(F),19=-80(F),21=-80(F),22=-112(F),23=-49(F),
24=-49(F),25=-49(F),26=-40(F)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T41 1 12005377-12T Jack-ClosedGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:20:22 Page: 2
ID:bDL7ZIq6ACIEZQ1mWIS_?kye5B?-FJE6TyC8tiLbflKs?msGTCN1zKhO?3eVsa52sdyzSaO
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
2x4 =4x4
3x5
=5x12
=5x12
1.5x4 =3x4
15 14 9 8
1
2
13 12 11 10
3
5 6 74
W1
T1
T2
W13
B1 B1
B2 B3
B4
W3
W2
W5
W12
W11W6W9W7W8W10
W4
Scale = 1:37.6
Plate Offsets(X,Y):[4:0-6-0,0-1-5], [10:0-3-0,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)-0.0711-12>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(CT)-0.1411-12>999180
TCDL 10.0 RepStress Incr YES WB 0.52 Horz(CT)0.10 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:89 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud
WEBS 2x4SPFStud*Except*W1:2x6SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=736/0-6-0,(min.0-1-8),15=774/0-6-0,(min.0-1-8)
Max Horiz15=155(LC13)
Max Uplift8=-156(LC13),15=-142(LC12)
Max Grav8=906(LC37),15=875(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-15=-867/221,2-17=-1610/411,3-17=-1567/413,3-4=-1948/588,4-18=-1664/277,5-18=-1667/276,5-19=-833/155,
19-20=-833/155,6-20=-833/155,6-7=-774/149,7-8=-855/171
BOT CHORD 12-13=-347/1412,11-12=-350/1405,10-11=-345/1675,6-10=-291/108
WEBS 2-13=-436/1204,4-13=-342/704,7-10=-214/1091,5-10=-947/181,4-11=-76/293
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)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-7-8,Exterior(2E)6-7-8 to10-10-7, Interior(1)10-10-7 to18-10-4 zone; cantilever leftandrightexposed ; end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding142 lbupliftatjoint15and156lbupliftat 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-WoodsideatWest ClayLot27
T42 1 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:23 Page: 1
ID:cGKY9_Rbbz5m3KniVzF07tye52T-BiLtueEOPJbJu3UF7AvkZdSQN7NlT21oJua9xWyzSaM
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=4x4
3x4
=6x6
=5x12
1.5x4
10 91716
1
2
15 14 13 12 11
3
4
6 7 85
W1
T1
T2
W14
B1
B2 B3
B4
B1W3
W2 W13
W12W8
W7W5W6
W11W9W10 W10
W4
Scale = 1:37.6
Plate Offsets(X,Y):[11:0-3-0,0-2-8], [15:0-5-12,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)-0.0614-15>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.1114-15>999180
TCDL 10.0 RepStress Incr YES WB 0.55 Horz(CT)0.09 9n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:99 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud
WEBS 2x4SPFStud*Except*W1:2x6SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-10ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=728/0-6-0,(min.0-1-8),17=761/0-6-0,(min.0-1-8)
Max Horiz17=192(LC13)
Max Uplift9=-153(LC13),17=-134(LC16)
Max Grav9=862(LC37),17=941(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-17=-935/216,2-18=-1713/407,18-19=-1663/408,3-19=-1653/410,3-20=-1996/523,4-20=-1939/532,4-5=-1181/231,
5-6=-1097/207,6-21=-571/124,21-22=-571/124,7-22=-571/124,7-8=-544/120,8-9=-815/176
BOT CHORD 14-15=-453/1406,13-14=-453/1405,12-13=-315/1051,11-12=-258/1094,7-11=-274/104
WEBS 2-16=-68/263,2-15=-469/1277,8-11=-194/914,5-13=-54/370,4-13=-520/167,4-15=-241/491,6-11=-675/129
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to8-7-8,Exterior(2E)8-7-8 to12-10-7, Interior(1)12-10-7 to18-10-4 zone; cantilever leftandrightexposed ; end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding134 lbupliftatjoint17and153lbupliftat joint9.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T43 1 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:23 Page: 1
ID:klaat4Wcr?PLOPIxIt3Rywye4jj-BiLtueEOPJbJu3UF7AvkZdST17NGT2XoJua9xWyzSaM
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=4x4
=6x6
=5x12
1.5x4
15 14 9 8
1
2
13 12 11 10
3
4
6 75
W1
T1
T2
W13
B1
B2 B3
B4
B1
W3
W2
W5
W9
W12
W11W8
W7W6
W4
W10
Scale = 1:37.7
Plate Offsets(X,Y):[10:0-3-0,0-2-8], [13:0-6-8,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)-0.0712-13>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.76 Vert(CT)-0.1412-13>999180
TCDL 10.0 RepStress Incr YES WB 0.62 Horz(CT)0.10 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:100 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud
WEBS 2x4SPFStud*Except*W1:2x6SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-8ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=718/0-6-0,(min.0-1-8),15=752/0-6-0,(min.0-1-9)
Max Horiz15=228(LC13)
Max Uplift8=-148(LC13),15=-147(LC16)
Max Grav8=807(LC37),15=996(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-15=-991/211,2-16=-1852/402,3-16=-1791/403,3-17=-2216/524,4-17=-2172/539,4-5=-999/184,5-18=-471/141,
18-19=-473/141,6-19=-474/140,6-20=-420/127,7-20=-420/127,7-8=-755/187
BOT CHORD 14-15=-266/224,12-13=-438/1425,11-12=-438/1424,10-11=-281/852,6-10=-442/164
WEBS 2-14=-72/297,2-13=-498/1382,4-13=-300/678,5-10=-600/147,7-10=-210/832,5-11=-31/467,4-11=-670/185
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to10-7-8,Exterior(2E)10-7-8 to14-10-7, Interior(1)14-10-7 to18-10-4 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding147 lbupliftatjoint15and148lbupliftat 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-WoodsideatWest ClayLot27
T44 1 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:23 Page: 1
ID:DIm5xUYYbQE8idtTKxccR2ye4iN-BiLtueEOPJbJu3UF7AvkZdSOR7MIT1ToJua9xWyzSaM
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=4x4
=5x12 9 81514
1
2
13 12 11 10
3
4
6 75
W1
T1
T2
W13
B1
B2 B3
B4
B1
W3
W2
W5
W9
W12
W11W8
W7W6
W4
W10
Scale = 1:38.2
Plate Offsets(X,Y):[10:0-3-0,0-2-8], [13:0-6-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.48 Vert(LL)-0.1012-13>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.83 Vert(CT)-0.1812-13>999180
TCDL 10.0 RepStress Incr YES WB 0.64 Horz(CT)0.11 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:107 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud
WEBS 2x4SPFStud*Except*W1:2x6SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-3-12ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=705/0-6-0,(min.0-1-8),15=744/0-6-0,(min.0-1-9)
Max Horiz15=264(LC13)
Max Uplift8=-141(LC13),15=-155(LC16)
Max Grav8=739(LC37),15=1005(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-15=-1002/206,2-17=-1993/400,3-17=-1933/402,3-18=-2461/543,4-18=-2360/558,4-19=-845/143,5-19=-752/163,
5-20=-327/137,6-20=-329/136,6-7=-312/130,7-8=-695/211
BOT CHORD 14-15=-306/253,12-13=-424/1431,11-12=-424/1429,10-11=-250/682,6-10=-313/121
WEBS 2-14=-75/315,2-13=-532/1489,4-13=-374/891,5-10=-607/151,7-10=-223/713,5-11=-51/521,4-11=-851/212
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to12-7-8,Exterior(2E)12-7-8 to16-7-12, Interior(1)16-7-12 to18-10-4 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding155 lbupliftatjoint15and141lbupliftat 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-WoodsideatWest ClayLot27
T45 1 12005377-12T Jack-Closed Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:24 Page: 1
ID:bmQXMmIJMsj3pM9vZPgcbiye4er-fuvF6zF0AdjAWD2RguQz5r?apXgRCTMyYYKiTyyzSaL
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
4x6
=8x8
11 10 9 8
7
1
2
3 4
65
T2
T1
T3
W7
B1 B2
W1 W2
W3 W4
W5 W6
HW1
Scale =1:38.1
Plate Offsets(X,Y):[5:0-4-0,0-3-4], [8:0-5-0,0-5-12], [9:0-3-8,0-6-4], [11:0-5-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.53 Vert(LL)-0.159-11>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.289-11>809180 MT18HS 244/190
TCDL 10.0 RepStress Incr NO WB 0.90 Horz(CT)0.047n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:429 lbFT = 20%
LUMBER
TOPCHORD2x6SPF No.2*Except*T1:2x6SP2400F2.0E
BOTCHORD2x8SP2400F2.0E
WEBS 2x4SPFStud*Except*W3,W5,W6:2x4SPFNo.2
WEDGE Left:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)1=8732/0-6-0,(min.0-2-8),7=11237/0-6-0,(min.0-3-2)
MaxHoriz1=245(LC52)
MaxUplift1=-1942(LC12),7=-1680(LC12)
MaxGrav1=8961(LC33),7=11305(LC33)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-15=-16712/3534,2-15=-16681/3551,2-16=-12933/2075,3-16=-12814/2089,3-4=-12781/2097,4-5=-6508/969
BOTCHORD 1-17=-3399/15008,11-17=-3399/15008,11-18=-3399/15008,10-18=-3399/15008,10-19=-3399/15008,
9-19=-3399/15008,9-20=-2075/11967,20-21=-2075/11967,8-21=-2075/11967,8-22=-882/5707,22-23=-882/5707,
7-23=-882/5707
WEBS 2-11=-1256/3620,2-9=-3342/1438,4-9=-1360/7774,4-8=-8478/1630,5-8=-1637/10944,5-7=-10436/1614
NOTES
1)3-ply truss tobe connected together with10d(0.131"x3")nailsas follows:
Top chords connectedasfollows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc.
Bottom chords connectedas follows:2x8-4rows staggeredat0-4-0oc.
Webconnectedas follows:2x4-1rowat0-9-0oc.
2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to
distributeonly loadsnotedas(F)or(B),unlessotherwise indicated.
3)Unbalancedroof live loadshavebeen considered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end vertical leftexposed;LumberDOL=1.60plategripDOL=1.60
5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC
1608.3.4.
6)Unbalanced snow loadshavebeen considered for thisdesign.
7)Provideadequatedrainage toprevent waterponding.
8)AllplatesareMT20platesunlessotherwise indicated.
9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1680 lbupliftat joint7and1942 lbupliftat joint1.
11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
T46 1 32005377-12T HalfHipGirder JobReference(optional)
Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:20:24 Page: 1
ID:C5ROiQh42VKckB0BMmlpIAye4d1-fuvF6zF0AdjAWD2RguQz5r?Z9Xj1CQNyYYKiTyyzSaL
Continuedonpage 2
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
12)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)58 lbdownat2-6-0,4031 lbdownand1620lbupat4-4-8,2153 lbdown
and292lbupat6-6-0,2153 lbdownand233 lbupat8-6-0,2153lbdownand219 lbupat10-6-0,2167 lbdownand250 lbupat12-6-0,2232 lbdownand278 lbupat
14-6-0,and2206lbdownand267 lbupat16-6-0,and1738 lbdownand233lbupat18-6-0onbottom chord.Thedesign/selectionofsuchconnectiondevice(s) is the
responsibilityofothers.
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-5=-51,5-6=-61,7-12=-20
ConcentratedLoads(lb)
Vert:11=-3910(B),8=-2232(B),17=-58(B),18=-2120(B),19=-2057(B),20=-2102(B),21=-2167(B),22=-2206(B),23=-1738(B)
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
T46 1 32005377-12T HalfHipGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jul1014:20:24 Page: 2
ID:C5ROiQh42VKckB0BMmlpIAye4d1-fuvF6zF0AdjAWD2RguQz5r?Z9Xj1CQNyYYKiTyyzSaL
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
1.5x4 1.5x4
1 5
2 4
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale = 1:37.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.42 Horiz(TL)-0.01 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:57 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings17-3-5.
(lb)-Max Horiz1=-165(LC12),12=-165(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1,5,12except6=-198(LC
17),9=-196(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5,12except6=437
(LC23),7=585(LC2),9=439(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-15=-199/289,2-15=-76/357,2-3=0/331,3-4=0/332,4-16=-78/395,5-16=-103/325
BOT CHORD 1-9=-277/180,8-9=-277/144,7-8=-277/144,6-7=-277/144,5-6=-277/144
WEBS 3-7=-526/0,2-9=-330/277,4-6=-329/277
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to8-8-0,Corner(3R)8-8-0 to11-8-0,Exterior(2N)11-8-0 to17-3-11 zone;cantileverleftandrightexposed ; endvertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)5except(jt=lb)9=196,6=197.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V01 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:25 Page: 1
ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-84TdJJGexwr17MddEbxCe2XoNxAQx_55nC3F?OyzSaK
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
1.5x4
=4x4
1.5x4
1 5
42
3
T1 T1
B1
ST2
ST1 ST1
Scale = 1:31.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:46 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings14-7-5.
(lb)-Max Horiz1=-139(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-165(LC17),
8=-167(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=391(LC
23),7=302(LC2),8=391(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-8=-309/271,4-6=-309/270
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to7-4-0,Corner(3R)7-4-0 to10-4-0,Exterior(2N)10-4-0 to14-7-11 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=167,6=164.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V02 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:25 Page: 1
ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-84TdJJGexwr17MddEbxCe2XppxB8x2c5nC3F?OyzSaK
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale = 1:28.5
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:36 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings11-11-5.
(lb)-Max Horiz1=-113(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-158(LC17),
8=-161(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=391(LC
23),8=391(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-8=-363/354,4-6=-363/354
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to6-0-0,Corner(3R)6-0-0 to9-0-0,Exterior(2N)9-0-0 to11-11-11 zone; cantileverleftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=161,6=158.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V03 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:25 Page: 1
ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-84TdJJGexwr17MddEbxCe2XpExByx3v5nC3F?OyzSaK
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:24.7
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL)0.00 4n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:26 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor9-3-5ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=17/9-3-5,(min.0-1-8),3=17/9-3-5,(min.0-1-8),4=622/9-3-5,
(min.0-1-8)
Max Horiz1=-87(LC12)
Max Uplift1=-42(LC23),3=-42(LC22),4=-137(LC16)
Max Grav1=61(LC35),3=61(LC36),4=704(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-9=-223/265,2-9=-207/318,2-10=-200/318,3-10=-216/265
BOT CHORD 1-4=-262/303,3-4=-262/303
WEBS 2-4=-526/407
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to4-8-0,Corner(3R)4-8-0 to7-8-0,Exterior(2N)7-8-0 to9-3-11 zone; cantilever leftandrightexposed ; end verticalleftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding42 lbupliftat joint1,42 lbupliftatjoint3and137 lbupliftat joint4.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V04 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:25 Page: 1
ID:S4HnNVslWcilQIIXywAd7IyeKLu-84TdJJGexwr17MddEbxCe2Xnrx8zx2G5nC3F?OyzSaK
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:21.4
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:18 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-7-5ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=42/6-7-5,(min.0-1-8),3=42/6-7-5,(min.0-1-8),4=383/6-7-5,
(min.0-1-8)
Max Horiz1=61(LC15)
Max Uplift3=-8(LC17),4=-72(LC16)
Max Grav1=86(LC22),3=86(LC23),4=433(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-295/253
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to3-4-0,Corner(3R)3-4-0 to6-4-0,Exterior(2N)6-4-0 to6-7-11 zone; cantilever leftandrightexposed ; end verticalleftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding8lbupliftat joint3and72 lbupliftat joint4.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V05 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:26 Page: 1
ID:S4HnNVslWcilQIIXywAd7IyeKLu-cH1?XfGGhEzulWCpoJSRAG4?eLWOgWeF?sppYqyzSaJ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
9 12
=3x4
1 3
2
T1 T1
B1
Scale = 1:19.1
Plate Offsets(X,Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:9 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-5ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=140/3-11-5,(min.0-1-8),3=140/3-11-5,(min.0-1-8)
Max Horiz1=-34(LC12)
Max Uplift1=-21(LC16),3=-21(LC17)
Max Grav1=162(LC22),3=162(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate
grip DOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding21 lbupliftat joint1and21 lbupliftat joint3.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V06 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:26 Page: 1
ID:S4HnNVslWcilQIIXywAd7IyeKLu-cH1?XfGGhEzulWCpoJSRAG40OLXTgXsF?sppYqyzSaJ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
1 7
62
53
4
T1 T1
B1 B2
ST3
ST2
ST1
ST2
ST1
Scale = 1:40.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)0.00 7n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:71 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings20-3-5.
(lb)-Max Horiz1=194(LC13)
Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-128(LC17),
9=-180(LC17),11=-182(LC16),13=-112(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,7except8=286(LC
30),9=395(LC23),10=252(LC32),11=394(LC22),13=297
(LC29)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 3-11=-311/238,5-9=-312/238
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to10-2-0,Corner(3R)10-2-0 to13-2-0,Exterior(2N)13-2-0 to19-10-12zone; 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)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)Gable studs spacedat4-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,7except(jt=lb)11=181,13=112,9=179,8=128.
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-WoodsideatWest ClayLot27
V07 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:26 Page: 1
ID:wHr9brsNHwqc2StkVdhsgVyeKLt-cH1?XfGGhEzulWCpoJSRAG4_YLXHgVxF?sppYqyzSaJ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
1.5x4 1.5x4
1 5
42
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale = 1:37.5
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.28 Horiz(TL)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:58 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings17-7-5.
(lb)-Max Horiz1=-168(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-203(LC17),
9=-205(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=455(LC
30),7=394(LC2),9=458(LC29)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-14=-122/268
WEBS 3-7=-340/24,2-9=-337/278,4-6=-337/278
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to8-10-0,Corner(3R)8-10-0 to11-10-0,Exterior(2N)11-10-0 to17-7-11 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)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)9=205,6=202.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V08 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:26 Page: 1
ID:wHr9brsNHwqc2StkVdhsgVyeKLt-cH1?XfGGhEzulWCpoJSRAG4zeLWHgTUF?sppYqyzSaJ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
1.5x4
=4x4
1.5x4
1 5
42
3
T1 T1
B1
ST2
ST1 ST1
Scale = 1:32.2
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:48 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings14-11-5.
(lb)-Max Horiz1=-142(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-168(LC17),
8=-171(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=397(LC
23),7=310(LC2),8=397(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-8=-311/270,4-6=-311/270
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to7-6-0,Corner(3R)7-6-0 to10-6-0,Exterior(2N)10-6-0 to14-11-11 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=171,6=168.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V09 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:26 Page: 1
ID:wHr9brsNHwqc2StkVdhsgVyeKLt-cH1?XfGGhEzulWCpoJSRAG4_WLXPgVgF?sppYqyzSaJ
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=4x4
1 5
42
3
T1 T1
B1
ST2
ST1 ST1
Scale = 1:28.9
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:37 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings12-3-5.
(lb)-Max Horiz1=-116(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-145(LC17),
8=-148(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=368(LC
23),7=253(LC2),8=368(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-8=-323/302,4-6=-323/302
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to6-2-0,Corner(3R)6-2-0 to9-2-0,Exterior(2N)9-2-0 to12-3-11 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=148,6=145.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V10 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:27 Page: 1
ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-4TbOk?HuSY5lNgn0M0zgjTc9IktRPzfOEVYM4HyzSaI
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:25.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.37 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.32 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.00 4n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:27 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor9-7-5ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=12/9-7-5,(min.0-1-8),3=12/9-7-5,(min.0-1-8),4=656/9-7-5,
(min.0-1-8)
Max Horiz1=90(LC15)
Max Uplift1=-50(LC23),3=-50(LC22),4=-147(LC16)
Max Grav1=59(LC35),3=59(LC36),4=742(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-9=-237/285,2-9=-222/342,2-10=-215/342,3-10=-231/285
BOT CHORD 1-4=-279/317,3-4=-279/317
WEBS 2-4=-558/427
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to4-10-0,Corner(3R)4-10-0 to7-10-0,Exterior(2N)7-10-0 to9-7-11 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding50 lbupliftat joint1,50 lbupliftatjoint3and147 lbupliftat joint4.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V11 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:27 Page: 1
ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-4TbOk?HuSY5lNgn0M0zgjTc7rkq4PyXOEVYM4HyzSaI
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
912
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:21.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:19 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-11-5ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=41/6-11-5,(min.0-1-8),3=41/6-11-5,(min.0-1-8),
4=410/6-11-5,(min.0-1-8)
Max Horiz1=-64(LC12)
Max Uplift1=-1(LC23),3=-8(LC12),4=-79(LC16)
Max Grav1=79(LC22),3=79(LC23),4=464(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-321/272
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to3-6-0,Corner(3R)3-6-0 to6-6-0,Exterior(2N)6-6-0 to6-11-11zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding1lbupliftat joint1,8lbupliftat joint3and79 lbupliftat joint4.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V13 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:27 Page: 1
ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-4TbOk?HuSY5lNgn0M0zgjTcA5ksQPzoOEVYM4HyzSaI
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
9 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:19.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:11 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-5ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=44/4-3-5,(min.0-1-8),3=44/4-3-5,(min.0-1-8),4=215/4-3-5,
(min.0-1-8)
Max Horiz1=-38(LC12)
Max Uplift1=-5(LC16),3=-12(LC17),4=-33(LC16)
Max Grav1=68(LC22),3=68(LC23),4=243(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate
grip DOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding5lbupliftat joint1,12lbupliftatjoint3and33 lbupliftat joint4.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V14 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:27 Page: 1
ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-4TbOk?HuSY5lNgn0M0zgjTcCykt0P_WOEVYM4HyzSaI
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
1 14
2 13
3 12
6 7 891045 11
T1
T2 T3
T1
B1 B1B3B2
ST4ST4ST4ST4ST4ST3
ST2
ST1
ST5
ST6
Scale=1:80.7
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)n/a -n/a999 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.42 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.24 Horiz(TL)0.0127n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:162lbFT=20%
LUMBER
TOPCHORD2x4 SPF No.2
BOTCHORD2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOPCHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins.
BOTCHORD Rigidceilingdirectlyappliedor6-0-0ocbracing.
MiTek recommends thatStabilizersand requiredcrossbracingbe
installedduring trusserection,inaccordance with Stabilizer
Installationguide.REACTIONS Allbearings48-7-14.
(lb)-Max Horiz1=106 (LC16)
Max UpliftAlluplift100 (lb)orlessatjoint(s)1,14,16,17,19,20,21,23,
25,26except15=-140 (LC17),27=-142 (LC16)
MaxGravAllreactions250 (lb)orlessatjoint(s)1,14except15=611 (LC
40),16=378 (LC40),17=344 (LC40),19=443 (LC39),20=412
(LC39),21=415 (LC39),23=434 (LC39),25=370 (LC40),
26=354 (LC40),27=644 (LC40)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown.
TOP CHORD 1-32=-365/117
BOT CHORD 1-27=-101/334
WEBS 11-17=-256/52,10-19=-364/125,8-20=-331/114,7-21=-334/115,6-23=-355/121,4-25=-279/65,3-26=-314/141,
2-27=-459/176,12-16=-328/141,13-15=-445/177
NOTES
1)Unbalanced roofliveloadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft; Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C
Exterior(2E)0-0-10to4-11-0, Interior (1)4-11-0 to14-5-9,Exterior(2R)14-5-9 to21-4-2, Interior (1)21-4-2 to34-3-9, Exterior(2R)34-3-9 to41-2-2, Interior (1)41-2-2 to48-0-6
zone;cantileverleftand rightexposed ; endverticalleftand rightexposed;C-C formembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16; Pr=20.0psf (roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0;Rough CatC;Partially Exp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordance with IBC
1608.3.4.
4)Unbalancedsnowloadshavebeenconsidered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)Allplatesare2x4MT20unlessotherwiseindicated.
7)Gable requirescontinuousbottomchordbearing.
8)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads.
9)Providemechanicalconnection(byothers)of truss tobearingplatecapableofwithstanding100lbupliftatjoint(s)1,14,17,19,20,21,23,25,26,16except (jt=lb)27=141,
15=139.
10)This trussisdesignedinaccordance with the2018 InternationalResidential Codesections R502.11.1and R802.10.2and referencedstandardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
V15 1 12005377-12T Valley JobReference (optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.FriJul1014:20:27 Page: 1
ID:KsWIDsvGarCBvvcIBmEZI8yeKLq-4TbOk?HuSY5lNgn0M0zgjTc6dkoQPxKOEVYM4HyzSaI
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
1 12
2 11
3 10
6 7 845 9
T1
T2
T1
B1 B1B2
ST4ST4ST4ST4ST3
ST2
ST1
ST5
ST6
Scale = 1:73.5
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.39 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.37 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL)0.0123n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:143 lbFT=20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor10-0-0ocpurlins.
BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings43-10-5.
(lb)-Max Horiz1=103(LC16)
Max UpliftAlluplift100(lb)or lessat joint(s)1,12,14,15,17,18,19,21,
22except13=-132(LC17),23=-133(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,12except13=574(LC
40),14=393(LC40),15=336(LC2),17=445(LC39),18=406
(LC39),19=437(LC39),21=361(LC40),22=371(LC40),
23=606(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOP CHORD 1-28=-338/106
BOT CHORD 1-23=-88/309
WEBS 9-15=-250/52,8-17=-366/125,7-18=-325/112,6-19=-358/122,4-21=-271/63,3-22=-324/145,2-23=-433/166,
10-14=-338/145,11-13=-419/167
NOTES
1)Unbalancedroof liveloadshavebeen consideredfor thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-10 to4-5-4, Interior(1)4-5-4 to14-0-12,Exterior(2R)14-0-12 to20-3-3, Interior(1)20-3-3 to29-10-12,Exterior(2R)29-10-12 to36-1-3, Interior(1)36-1-3 to
43-2-12 zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersand 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snowloadshavebeen considered forthisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequirescontinuousbottom chordbearing.
8)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrent withanyotherliveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1,12,15,17,18,19,21,22,14except(jt=lb)23=133,
13=131.
10)This truss is designedinaccordancewith the2018 InternationalResidentialCode sections R502.11.1and R802.10.2andreferencedstandardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V16 1 12005377-12T Valley JobReference(optional)
Run:8.4 S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriJul1014:20:28 Page: 1
ID:o24gQCvuL8K2W3AVkTmoqLyeKLp-Yf9mxLIXDrDb_qMCvkUvGh9HL89Z8OlXT9IwcjyzSaH
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=6x6
1 11
2 10
3 9
6 745 8
T1
T2
T1
B1 B1B2
ST4ST4ST4ST3
ST2
ST1
ST5
ST6
Scale =1:66
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.34 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.0112n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:125 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOPCHORD Structural woodsheathingdirectlyappliedor10-0-0ocpurlins.
BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings39-0-11.
(lb)-Max Horiz1=-96(LC21)
Max UpliftAlluplift100(lb)orlessat joint(s)1,11,13,14,16,17,19,20
except12=-127(LC17),21=-125(LC16)
Max GravAllreactions250(lb)or lessatjoint(s)1,11except12=582(LC
40),13=390(LC40),14=368(LC40),16=439(LC39),17=428
(LC39),19=389(LC40),20=387(LC40),21=568(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-Allforces250(lb)or lessexcept when shown.
TOPCHORD 1-26=-268/17,1-26=-256/20,27-28=-97/253,2-28=-95/265,10-35=-50/267,35-38=-50/250,11-37=-272/20,
11-37=-284/16
WEBS 8-14=-279/54,7-16=-359/124,6-17=-348/119,4-19=-302/61,3-20=-334/148,2-21=-408/157,9-13=-340/147,
10-12=-416/160
NOTES
1)Unbalancedroof live 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)0-0-10 to3-11-8, Interior(1)3-11-8 to13-7-15,Exterior(2R)13-7-15 to19-2-4, Interior(1)19-2-4 to25-5-15,Exterior(2R)25-5-15 to31-0-4, Interior(1)31-0-4 to
39-1-5 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15);Is=1.0;Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than0.500/12 inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)Allplatesare1.5x4MT20unlessotherwiseindicated.
7)Gablerequires continuousbottom chordbearing.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,11,14,16,17,19,20,13except(jt=lb)21=124,12=127.
10)This truss is designed inaccordance with the2018 International ResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
V17 1 12005377-12T Valley JobReference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.Fri Jul1014:20:28 Page: 1
ID:lQCQrux8tmammNKtsuoGwmyeKLn-Yf9mxLIXDrDb_qMCvkUvGh9IX8908O0XT9IwcjyzSaH
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=4x4 =6x6
1 10
2 9
3 8
645 7
T1
T2
T1
B1 B3B2
ST4ST4ST3
ST2
ST1
ST5
ST6
Scale=1:58.8
Plate Offsets(X,Y):[5:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.33 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.0111n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:107lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequiredcrossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings34-3-2.
(lb)-MaxHoriz1=-94(LC21)
MaxUpliftAlluplift100(lb)or lessat joint(s)1,10,12,13,15,17,18
except11=-119(LC17),19=-117(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,10except11=550(LC
40),12=403(LC40),13=359(LC40),15=461(LC39),17=378
(LC40),18=400(LC40),19=536(LC40)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOP CHORD 1-24=-261/17,10-35=-262/20,10-35=-278/16
WEBS 7-13=-272/53,6-15=-382/130,4-17=-292/59,3-18=-342/150,2-19=-386/149,8-12=-347/150,9-11=-394/152
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C
Exterior(2E)0-0-10 to3-5-11, Interior(1)3-5-11 to13-3-2,Exterior(2R)13-3-2 to18-1-5, Interior(1)18-1-5 to21-1-2,Exterior(2R)21-1-2 to25-11-5, Interior(1)25-11-5 to
34-3-11 zone; cantileverleftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.;
Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalancedsnow loadshavebeenconsidered for thisdesign.
5)Provideadequatedrainage topreventwaterponding.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,10,13,15,17,18,12except(jt=lb)19=116,11=119.
10)This truss isdesigned inaccordancewith the2018 International ResidentialCodesectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot27
V18 1 12005377-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.FriJul1014:20:29 Page: 1
ID:Ddmp3Eyme3idOXv4QbJVS_yeKLm-0sj89hJ9_9LSc_xOTR?8ouiSwYW_trFhhp1T89yzSaG
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=4x4 =6x6
1 9
2 8
3 7
45 6
T1
T2
T1
B1 B2
ST4ST3
ST2
ST1
ST5
ST6
Scale = 1:51.6
Plate Offsets(X,Y):[5:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.29 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.0010n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:89 lbFT = 20%
LUMBER
TOP CHORD2x4SPFNo.2
BOT CHORD2x4SPFNo.2
OTHERS 2x4SPFStud
BRACING
TOPCHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings29-5-8.
(lb)-Max Horiz1=-91(LC21)
Max UpliftAlluplift100(lb)or lessat joint(s)1,9,11,12,14,15except
10=-112(LC17),16=-110(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,9except10=516(LC
40),11=417(LC40),12=379(LC23),14=400(LC22),15=413
(LC40),16=504(LC40)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
WEBS 6-12=-296/68,4-14=-317/78,3-15=-349/152,2-16=-365/141,7-11=-355/152,8-10=-372/144
NOTES
1)Unbalancedroof live 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 zoneand C-C
Exterior(2E)0-0-10 to3-0-10, Interior(1)3-0-10 to12-10-6,Exterior(2E)12-10-6 to16-8-6,Exterior(2R)16-8-6 to20-8-6,Interior(1)20-8-6 to29-6-2 zone; cantilever leftand
rightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.;
Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Provideadequatedrainage toprevent waterponding.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1,9,12,14,15,11except(jt=lb)16=109,10=111.
10)This truss is designed inaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V19 1 12005377-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.FriJul1014:20:29 Page: 1
ID:hpKBGayPPNqT?gUGzJqk?ByeKLl-0sj89hJ9_9LSc_xOTR?8ouiTYYXjtsxhhp1T89yzSaG
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
1 7
2 6
3 5
4
T1 T1
B1 B2
ST3
ST2
ST1
ST2
ST1
Scale = 1:43.6
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:72 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings24-7-14.
(lb)-Max Horiz1=-88(LC21)
Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-103(LC17),
9=-105(LC17),12=-105(LC16),13=-104(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,7except8=370(LC
36),9=377(LC23),10=365(LC2),12=377(LC22),13=370
(LC35)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 4-10=-279/44,3-12=-305/174,2-13=-252/175,5-9=-305/174,6-8=-252/175
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
Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to12-4-9, Corner(3R)12-4-9 to15-4-9,Exterior(2N)15-4-9 to24-8-8 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)Gable studs spacedat4-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,7except(jt=lb)12=104,13=103,9=104,8=102.
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-WoodsideatWest ClayLot27
V20 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:29 Page: 1
ID:hpKBGayPPNqT?gUGzJqk?ByeKLl-0sj89hJ9_9LSc_xOTR?8ouiUsYYItsNhhp1T89yzSaG
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
1.5x4
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale =1:36.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.009n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:54 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF 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 Allbearings19-10-5.
(lb)-MaxHoriz1=-71(LC17)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-146(LC17),
9=-147(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=518(LC
23),7=429(LC2),9=518(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-14=-183/289,14-15=-127/290,2-15=-116/357,2-3=-26/323,3-4=-27/323,4-16=-112/357,16-18=-120/306,
17-18=-122/290,5-17=-131/289
BOTCHORD 1-9=-267/183,8-9=-267/183,7-8=-267/183,6-7=-267/183,5-6=-267/183
WEBS 3-7=-397/122,2-9=-374/230,4-6=-374/229
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
Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to9-11-12, Corner(3R)9-11-12 to12-11-12,Exterior(2N)12-11-12 to19-10-14 zone; cantilever leftandrightexposed ; end
vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studsspacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)9=146,6=146.
10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V21 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriJul1014:20:29 Page: 1
ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-0sj89hJ9_9LSc_xOTR?8ouiSfYXZtsOhhp1T89yzSaG
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
1.5x4
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale =1:28.9
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.005n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:39 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF 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 Allbearings15-0-11.
(lb)-MaxHoriz1=53(LC16)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-107(LC17),
8=-107(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=400(LC
23),7=331(LC2),8=400(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 3-7=-256/116,2-8=-313/220,4-6=-313/220
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to7-6-15,Corner(3R)7-6-15 to10-6-15,Exterior(2N)10-6-15 to15-1-5 zone; cantileverleftandrightexposed ; end vertical
leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studsspacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=107,6=106.
10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V22 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriJul1014:20:30 Page: 1
ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-U2GWM1JnlTTJE8Wb19XNL6EfbyvJcKmqwTn0hcyzSaF
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
512
=4x4
1 3
2
T1 T1
B1
ST1
Scale =1:21.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.34 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.004n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:24 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF 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=46/10-3-2,(min.0-1-8),3=46/10-3-2,(min.0-1-8),
4=635/10-3-2,(min.0-1-8)
MaxHoriz1=35(LC16)
MaxUplift1=-16(LC16),3=-23(LC17),4=-88(LC16)
Max Grav1=108(LC22),3=108(LC23),4=718(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-9=-252/384,2-9=-243/425,2-10=-242/425,3-10=-251/384
BOTCHORD 1-4=-362/315,3-4=-362/315
WEBS 2-4=-518/375
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
Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to5-2-2,Corner(3R)5-2-2 to8-2-2,Exterior(2N)8-2-2 to10-3-11 zone; cantilever leftandrightexposed ; endvertical leftand
rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studsspacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding16 lbupliftatjoint1,23lbupliftat joint3and88lbupliftat joint4.
10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V23 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriJul1014:20:30 Page: 1
ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-U2GWM1JnlTTJE8Wb19XNL6EdDyrTcK_qwTn0hcyzSaF
DE Job# 75651-W1
Dansco Engineering, LLC
Date: 07/10/2020
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.
5 12
=3x4
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/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.01 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:11 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-5-8ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=193/5-5-8,(min.0-1-8),3=193/5-5-8,(min.0-1-8)
Max Horiz1=18(LC16)
Max Uplift1=-32(LC16),3=-32(LC17)
Max Grav1=218(LC2),3=218(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-450/422,2-3=-303/308
BOT CHORD 1-3=-368/408
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate
grip DOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studs spacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint1and32 lbupliftat joint3.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot27
V24 1 12005377-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Fri Jul1014:20:30 Page: 1
ID:dCRxhG_fx_4BF_ef5ktC4cyeKLj-U2GWM1JnlTTJE8Wb19XNL6EfpyuxcLrqwTn0hcyzSaF