HomeMy WebLinkAbout42200046 - JGC 178 - 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) listed below have been prepared by Stark Truss, Inc. under my
direct supervision based on the parameters provided by the truss designers.
Job: 1802098-12T
106 truss design(s)
58160-W1
4/25/18
Samuel A. Greenberg, P.E.
Indiana Reg. #19700485
Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural
gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length
is the distance from the top chord to bottom chord.
The seal on these drawings indicate acceptance of professional engineering
responsibility solely for the truss components shown. The suitability and use of this
component for any particular building is the responsibility of the building designer, per
ANSI/TPI 1-2007 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 # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J01
TrussType
Jack-OpenGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:302018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-iGYPdFtBAf8Y3Am4Ri3PMfAC7Yy6_ss1Kf5dCFzNQiV
Scale=1:19.3
W1
T1
B1
1
2
5
6
3
4
3x4
1.5x4
3-2-4
3-2-4
-1-2-1
1-2-1
3-2-4
3-2-4
1-1-13-3-08.1412
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.23
0.13
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.01
-0.02
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-4 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)5=112/0-6-10(min. 0-1-8), 3=30/Mechanical, 4=12/Mechanical
Max Horz5=118(LC 16)
Max Uplift5=-30(LC 16), 3=-90(LC 16), 4=-32(LC 11)MaxGrav5=148(LC 18), 3=75(LC 8), 4=41(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 30 lb uplift at joint 5, 90 lb uplift at joint 3
and 32 lb uplift at joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf)
Vert: 1-2=-51
Trapezoidal Loads(plf)Vert: 2=-2(F=24,B=24)-to-3=-41(F=5,B=5), 5=0(F=10,B=10)-to-4=-16(F=2,B=2)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J02
TrussType
Jack-Open
Qty
4
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:312018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-BS6nqbupxyGPhKKG_QaevtjNJxJijJ6AZJqAkhzNQiU
Scale=1:19.9
W1
T1
B11
2
5
6
3
42x4
3x4
2-8-0
2-8-0
-1-0-12
1-0-12
2-8-0
2-8-0
1-1-63-4-12-10-43-4-110.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.20
0.11
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.01
-0.01
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-8-0 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)5=164/0-4-0(min. 0-1-8), 3=49/Mechanical, 4=23/Mechanical
Max Horz5=106(LC 16)
Max Uplift3=-73(LC 16), 4=-25(LC 13)MaxGrav5=189(LC 2), 3=72(LC 30), 4=46(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 2-7-4zone;cantileverleft exposed ;
endverticalleft exposed; porchleft exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 73 lb uplift at joint 3 and 25 lb uplift at
joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J03
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:322018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-fef92xuRiGOGJTvSY75tR4FP2LYgSmLJozakG7zNQiT
Scale=1:36.2
W1
T1
B1
1
2
5
6
7
3
8
4
5x12MT18H
4x6
3-7-3
3-7-3
-1-2-1
1-2-1
3-7-3
3-7-3
4-1-16-6-58.1412
PlateOffsets(X,Y)-- [2:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.77
0.51
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.08
-0.07
-0.55
(loc)
4-5
4-5
3
l/defl
>527
>545
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 15 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-7-3 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)5=94/0-10-1(min. 0-1-8), 3=27/Mechanical, 4=17/Mechanical
Max Horz5=-134(LC 8)Max Uplift5=-282(LC 8), 3=-193(LC 16), 4=-152(LC 11)
MaxGrav5=291(LC 48), 3=171(LC 39), 4=140(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)All plates areMT20 plates unless otherwiseindicated.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7) Refer to girder(s) for truss to trussconnections.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 282 lb uplift at joint 5, 193 lb uplift at
joint 3 and 152 lb uplift at joint 4.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 179 lb down and 219 lb up at
1-6-3 on top chord, and 231 lb down and 197 lb up at 1-6-3 on bottomchord.The design/selection of suchconnection device(s)istheresponsibility of others.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)Vert: 1-2=-51
Concentrated Loads(lb)
Vert: 6=39(B) 8=2(B)
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J03
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:322018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-fef92xuRiGOGJTvSY75tR4FP2LYgSmLJozakG7zNQiT
LOADCASE(S)Standard
Trapezoidal Loads(plf)
Vert: 2=-2(F=24,B=24)-to-3=-46(F=3,B=3), 5=0(F=10,B=10)-to-4=-18(F=1,B=1)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J04
TrussType
Jack-Open
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:322018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-fef92xuRiGOGJTvSY75tR4FX_LZoSmLJozakG7zNQiT
Scale=1:29.1
W1
T1
B1
1
2
5
3
43x6
3x5
1-1-12
1-1-12
-1-0-12
1-0-12
1-1-12
1-1-12
4-1-65-0-144-7-15-0-1410.0012
PlateOffsets(X,Y)-- [2:0-1-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.27
0.44
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.10
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 12 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x6SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-1-12 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)5=144/0-6-0(min. 0-1-8), 3=-12/Mechanical, 4=-2/Mechanical
Max Horz5=-133(LC 14)Max Uplift5=-248(LC 14), 3=-142(LC 13), 4=-195(LC 13)
MaxGrav5=331(LC 13), 3=129(LC 14), 4=206(LC 14)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 248 lb uplift at joint 5, 142 lb uplift at
joint 3 and 195 lb uplift at joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J05
TrussType
Jack-Open
Qty
6
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:332018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-7rDXFHv4TZW7wdUf6rc6_IogIlq?BDbT0cJHpazNQiS
Scale=1:36.8
W1
T1
B1
1
2
5
6
3
45x12MT18H
5x6
3-0-0
3-0-0
-1-0-12
1-0-12
3-0-0
3-0-0
4-1-66-7-76-1-106-7-710.0012
PlateOffsets(X,Y)-- [5:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.42
0.76
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
0.04
-0.35
(loc)
4-5
4-5
3
l/defl
>833
>886
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 17 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x6SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 8-1-8 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)5=177/0-6-0(min. 0-1-8), 3=55/Mechanical, 4=26/Mechanical
Max Horz5=157(LC 13)Max Uplift5=-37(LC 14), 3=-130(LC 16), 4=-81(LC 13)
MaxGrav5=218(LC 31), 3=121(LC 30), 4=110(LC 14)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 2-11-4zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)All plates areMT20 plates unless otherwiseindicated.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7) Refer to girder(s) for truss to trussconnections.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 37 lb uplift at joint 5, 130 lb uplift at joint
3 and 81 lb uplift at joint 4.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J06
TrussType
Jack-ClosedGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:342018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-b1nvTdwiDte_Yn3rgY7LWVLo69G7wgrcFG3qL0zNQiR
Scale=1:36.8
W1
T1
W2
B1
1
2
3
5 4
6
4x4
3x5
3x4
3x4
3-0-0
3-0-0
-1-0-12
1-0-12
3-0-0
3-0-0
4-1-66-7-710.0012
PlateOffsets(X,Y)-- [5:0-2-0,0-0-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.61
0.32
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x6SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)5=527/0-6-0(min. 0-1-8), 4=265/Mechanical
Max Horz5=152(LC 9)Max Uplift5=-100(LC 10), 4=-223(LC 12)
MaxGrav5=527(LC 1), 4=336(LC 40)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint 5 and 223 lb uplift at
joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 539 lb down and 104 lb up at
1-0-12 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)Vert: 1-2=-51, 2-3=-51, 4-5=-20
Concentrated Loads(lb)
Vert: 6=-539(B)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J07
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:352018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-3DLIgzxK_BmrAxe1DFfa3jt2MZe7f75mUwoOtSzNQiQ
Scale=1:13.0
T1
B11
2
8
9
3
10 4
3x4
5-2-2
5-2-2
-1-3-3
1-3-3
5-2-2
5-2-2
0-6-52-0-100-4-11-8-82-0-103.5412
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.26
0.21
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.06
-0.06
-0.01
(loc)
4-7
4-7
3
l/defl
>984
>948
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 14 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-2-2 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)3=101/Mechanical, 2=151/0-5-5(min. 0-1-8), 4=47/MechanicalMax Horz2=74(LC 10)
Max Uplift3=-66(LC 8), 2=-152(LC 10), 4=-24(LC 8)
MaxGrav3=119(LC 2), 2=174(LC 2), 4=87(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft and right exposed; LumberDOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 66 lb uplift at joint 3, 152 lb uplift at joint
2 and 24 lb uplift at joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 13 lb down and 15 lb up at
2-5-4, and 13 lb down and 15 lb up at 2-5-4 on top chord, and 1 lb down and 17 lb up at 2-5-4, and 1 lb down and 17 lb up at 2-5-4on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)Vert: 1-2=-51
Concentrated Loads(lb)
Vert: 10=-1(F=-0,B=-0)Trapezoidal Loads(plf)
Vert: 2=0(F=25,B=25)-to-3=-66(F=-7,B=-7), 5=0(F=10,B=10)-to-4=-26(F=-3,B=-3)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J08
TrussType
Jack-Open
Qty
2
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:362018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-XQvguJxylUuin5DEnzApcwQH9y1FOaLvjaYxPvzNQiP
Scale=1:8.9
T1
B1
1
2
3
4
3x4
1-7-15
1-7-15
-0-10-12
0-10-12
1-7-15
1-7-15
0-6-51-2-100-10-31-2-105.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.06
0.02
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
7
7
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-7-15 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)3=31/Mechanical, 2=116/0-4-0(min. 0-1-8), 4=15/MechanicalMax Horz2=41(LC 16)
Max Uplift3=-22(LC 16), 2=-48(LC 12), 4=-8(LC 13)
MaxGrav3=37(LC 2), 2=134(LC 2), 4=28(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft exposed ; end verticalleft exposed; porchleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 22 lb uplift at joint 3, 48 lb uplift at joint 2
and 8 lb uplift at joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J09
TrussType
Jack-Open
Qty
13
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:372018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-?cT25eyaWo0ZPFoQLgh288zQNMLk71b3xEHVyLzNQiO
Scale=1:13.3
T1
B11
2
8
9
10
3
4
3x4
3-9-0
3-9-0
-0-10-12
0-10-12
3-9-0
3-9-0
0-6-52-1-11-8-102-1-15.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.16
0.13
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.02
-0.01
(loc)
4-7
4-7
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-9-0 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)3=82/Mechanical, 2=182/0-4-0(min. 0-1-8), 4=43/MechanicalMax Horz2=76(LC 16)
Max Uplift3=-54(LC 16), 2=-65(LC 12), 4=-18(LC 13)
MaxGrav3=96(LC 2), 2=208(LC 2), 4=68(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 3-8-4zone;cantileverleft exposed ;endverticalleft exposed; porchleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber
DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 54 lb uplift at joint 3, 65 lb uplift at joint 2
and 18 lb uplift at joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J12
TrussType
Jack-Open
Qty
11
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:382018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-To1QI_zCH68Q1ONcvOCHhLVbJmilsUqCAu12UnzNQiN
Scale:3/4"=1'
W1
T1
B1
1
2
5
3
4
2x4
3x4
1-2-8
1-2-8
-0-8-12
0-8-12
1-2-8
1-2-8
1-1-122-6-111-11-92-6-1114.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.15
0.08
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.01
(loc)
5
5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 6 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-2-8 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)5=100/0-6-0(min. 0-1-8), 3=12/Mechanical, 4=6/Mechanical
Max Horz5=72(LC 16)
Max Uplift3=-55(LC 16), 4=-29(LC 16)MaxGrav5=122(LC 22), 3=34(LC 14), 4=30(LC 14)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 55 lb uplift at joint 3 and 29 lb uplift at
joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J13
TrussType
Jack-OpenGirder
Qty
2
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:392018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-y?aoWK_q2PGHeYyoS5jWDZ2mXA2Jbx4LPYmb0EzNQiM
Scale=1:15.3
W1
T1
B1
1
2
5
3
4
1.5x4
2x4
1-10-14
1-10-14
-1-3-1
1-3-1
1-10-14
1-10-14
1-1-122-5-40-5-42-0-02-5-48.1412
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.18
0.06
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
-0.01
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 8 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-10-14 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)5=116/0-9-4(min. 0-1-8), 3=1/Mechanical, 4=0/Mechanical
Max Horz5=75(LC 16)
Max Uplift5=-26(LC 12), 3=-61(LC 16), 4=-15(LC 16)MaxGrav5=169(LC 18), 3=56(LC 8), 4=22(LC 8)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 26 lb uplift at joint 5, 61 lb uplift at joint 3
and 15 lb uplift at joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)Vert: 1-2=-51
Trapezoidal Loads(plf)
Vert: 2=-3(F=24,B=24)-to-3=-36(F=7,B=7), 5=0(F=10,B=10)-to-4=-14(F=3,B=3)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J14
TrussType
Jack-Open
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:392018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-y?aoWK_q2PGHeYyoS5jWDZ2mkA2Jbx4LPYmb0EzNQiM
Scale=1:15.4
W1
T1
B1
1
2
5
3
4
1.5x4
2x4
1-7-7
1-7-7
-1-0-12
1-0-12
1-7-7
1-7-7
1-1-62-5-91-11-122-5-910.0012
PlateOffsets(X,Y)-- [2:0-3-3,0-0-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.17
0.06
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.01
(loc)
5
5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 7 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-7-7 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)5=138/0-4-0(min. 0-1-8), 3=18/Mechanical, 4=9/Mechanical
Max Horz5=72(LC 16)Max Uplift3=-44(LC 16), 4=-23(LC 13)
MaxGrav5=168(LC 22), 3=33(LC 30), 4=26(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft exposed ; end verticalleft exposed; porchleft
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 44 lb uplift at joint 3 and 23 lb uplift at
joint 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J15
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:402018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-QB8Bjg?TpjO8GiW?0pElmmarQaKTKOKVdCW9ZgzNQiL
Scale=1:28.3
W1
T1
B11
2
6
7
8
3
9
5 4
4x4
2x4
3-2-9
3-2-9
5-4-2
2-1-10
-1-3-1
1-3-1
5-4-2
5-4-2
1-1-124-9-40-5-44-4-04-9-48.1412
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.49
0.26
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
0.02
-0.05
(loc)
5-6
5-6
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-4-2 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearingsMechanical except(jt=length) 6=0-5-13, 5=0-6-7.
(lb)-Max Horz6=157(LC 16)
Max UpliftAll uplift 100 lb orless at joint(s) 6, 4, 5 except 3=-100(LC 12)MaxGravAllreactions 250 lb orless at joint(s) 6, 3, 4, 5
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 6, 4, 5 except
(jt=lb) 3=100.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 98 lb down and 74 lb up at 2-0-2 on top chord, and 4 lb down and 30 lb up at 2-0-2 on bottomchord.The design/selection of suchconnection device(s)is the
responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf)
Vert: 1-2=-51
Concentrated Loads(lb)Vert: 9=1(B)
Trapezoidal Loads(plf)
Vert: 2=-2(F=24,B=24)-to-3=-68(F=-9,B=-9), 6=0(F=10,B=10)-to-4=-27(F=-3,B=-3)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J16
TrussType
Jack-OpenGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:412018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-uNiZx0?5a1W?us5BaWl_J_74tzjy3raessFi56zNQiK
Scale=1:18.8
W1
T1
B1
1
4
2
3
2x4
1.5x4
2-11-3
2-11-3
2-11-3
2-11-3
1-1-123-1-92-8-53-1-98.1412
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.19
0.12
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.01
-0.02
(loc)
3-4
3-4
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 8 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-11-3 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)4=24/0-11-14(min. 0-1-8), 2=32/Mechanical, 3=15/Mechanical
Max Horz4=-90(LC 8)
Max Uplift4=-7(LC 16), 2=-92(LC 16), 3=-13(LC 16)MaxGrav4=41(LC 7), 2=80(LC 8), 3=39(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
5) Refer to girder(s) for truss to trussconnections.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 4, 2, 3.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Trapezoidal Loads(plf)
Vert: 1=0(F=25,B=25)-to-2=-37(F=7,B=7), 4=0(F=10,B=10)-to-3=-15(F=3,B=3)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J17
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:422018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-MaGx8M0jLKerV0gN8EHDrBgDPN_BoHko5W?FdYzNQiJ
Scale=1:27.8
0-1-15W1
T1
T2
W4
B1
W2 W3
1
2
3
6
5 47
3x4
3x4
1.5x4
2x4
4x4
4x12
1-9-6
1-9-6
3-2-8
1-5-2
1-9-6
1-9-6
3-2-8
1-5-2
3-0-114-10-103-0-1114.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.33
0.44
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.02
-0.00
(loc)
5
5-6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x6SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-8 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)6=544/0-6-0(min. 0-1-8), 4=378/Mechanical
Max Horz6=165(LC 9)
Max Uplift6=-231(LC 8), 4=-237(LC 9)MaxGrav6=624(LC 61), 4=485(LC 60)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.WEBS 2-4=-252/229
NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all
exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
3) Unbalancedsnowloads have been considered for this design.
4)Provide adequate drainage to preventwater ponding.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Bearing at joint(s) 6 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)6=231, 4=237.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 142 lb down and 123 lb up at 1-9-6 on top chord, and 791 lb down and 111 lb up at 1-3-4, and 30 lb down and 28 lb up at 1-9-6 on bottomchord.The
design/selection of suchconnection device(s)is the responsibility of others.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf)
Vert: 1-2=-61, 2-3=-51, 4-6=-20
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J17
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:422018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-MaGx8M0jLKerV0gN8EHDrBgDPN_BoHko5W?FdYzNQiJ
LOADCASE(S)Standard
Concentrated Loads(lb)
Vert: 5=-1(B) 7=-698(F)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J18
TrussType
Jack-ClosedGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:432018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-qmqJMi1L6eni7AFahxoSOPCPDnHPXl4xKAkp9?zNQiI
Scale=1:27.8
W1
T1
W2
B1
1
2
4
35
3x4
1.5x4
2x4
2x4
3-2-8
3-2-8
3-2-8
3-2-8
1-1-124-10-1014.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.27
0.63
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
-0.00
(loc)
3-4
3-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 17 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x6SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-8 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)4=677/0-6-0(min. 0-1-8), 3=464/Mechanical
Max Horz4=168(LC 9)
Max Uplift4=-105(LC 8), 3=-162(LC 9)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plategrip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
5) Refer to girder(s) for truss to trussconnections.
6)Bearing at joint(s) 4 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
4=105, 3=162.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 935 lb down and 112 lb up at
1-3-4 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-2=-51, 3-4=-20Concentrated Loads(lb)
Vert: 5=-935(B)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J19
TrussType
Jack-Open
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:432018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-qmqJMi1L6eni7AFahxoSOPCQInPRXl4xKAkp9?zNQiI
Scale=1:18.9
W1
T1
B1
1
2
5
3
4
3x4
3x4
1-8-7
1-8-7
-0-8-12
0-8-12
1-8-7
1-8-7
1-1-123-1-92-6-73-1-914.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.20
0.11
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.01
(loc)
5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 7 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-8-7 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)5=112/0-6-0(min. 0-1-8), 3=29/Mechanical, 4=14/Mechanical
Max Horz5=96(LC 16)
Max Uplift3=-75(LC 16), 4=-26(LC 16)MaxGrav5=129(LC 2), 3=55(LC 30), 4=33(LC 14)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J20
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:442018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-IyOhZ22ztyvZlJqmFeJhwclXuBjkGCK4YqUMiRzNQiH
Scale=1:28.3
W1
T1
B11
2
5
6
7
8
3
9 10
4
4x4
3x4
5-4-2
5-4-2
-1-3-1
1-3-1
5-4-2
5-4-2
1-1-124-9-48.1412
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.46
0.24
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.09
-0.08
-0.09
(loc)
4-5
4-5
3
l/defl
>650
>732
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-4-2 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)5=166/0-9-7(min. 0-1-8), 3=106/Mechanical, 4=48/Mechanical
Max Horz5=157(LC 16)
Max Uplift5=-103(LC 16), 3=-120(LC 12), 4=-12(LC 16)MaxGrav5=192(LC 2), 3=144(LC 44), 4=92(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 4 except(jt=lb)
5=103, 3=120.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 96 lb down and 81 lb up at 2-0-2, and 89 lb down and 101 lb up at 3-0-2 on top chord, and 16 lb down and 18 lb up at 2-0-2, and 19 lb down and 34 lb up at
3-0-2 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf)
Vert: 1-2=-51
Concentrated Loads(lb)Vert: 9=-1(F) 10=0(B)
Trapezoidal Loads(plf)
Vert: 2=-2(F=24,B=24)-to-3=-68(F=-9,B=-9), 5=0(F=10,B=10)-to-4=-27(F=-3,B=-3)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J21
TrussType
Jack-Open
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:452018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-m9y4nN2beF1QMTPypMqwTqIoEb5m?fZEnUDwEtzNQiG
Scale=1:15.5
W1
T1
B1
1
4
2
3
1.5x4
1.5x4
1-5-2
1-5-2
1-5-2
1-5-2
1-3-52-5-91-11-122-5-910.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.10
0.06
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.01
(loc)
4
4
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-5-2 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)4=45/0-6-0(min. 0-1-8), 2=31/Mechanical, 3=14/Mechanical
Max Horz4=47(LC 13)
Max Uplift2=-48(LC 16), 3=-11(LC 13)MaxGrav4=54(LC 30), 2=50(LC 29), 3=29(LC 14)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
5) Refer to girder(s) for truss to trussconnections.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 3.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J22
TrussType
Jack-Open
Qty
9
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:462018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-ELWS_j3EPZ9H_d_9N3L901q_d_RZk6pN08zTmKzNQiF
Scale=1:9.4
T1
B1
1
2
3
4
3x4
1-10-8
1-10-8
-0-10-12
0-10-12
1-10-8
1-10-8
0-6-51-3-110-11-41-3-115.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.06
0.02
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
7
7
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 6 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-10-8 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)3=37/Mechanical, 2=122/0-6-0(min. 0-1-8), 4=18/MechanicalMax Horz2=45(LC 16)
Max Uplift3=-26(LC 16), 2=-32(LC 12)
MaxGrav3=43(LC 2), 2=141(LC 2), 4=33(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 2.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J23
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:472018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-jX3qB34sAtH8cnZLwnsOYFNyVOe3TZ3XFoi0ImzNQiE
Scale=1:17.3
T1
B11
2
8
9
3
10 11 4
3x4
7-5-0
7-5-0
-1-3-3
1-3-3
3-8-3
3-8-3
7-5-0
3-8-13
0-6-52-8-80-4-12-4-72-8-83.5412
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.89
0.58
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.14
-0.38
0.04
(loc)
4-7
4-7
3
l/defl
>635
>234
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)3=218/Mechanical, 2=237/0-8-2(min. 0-1-8), 4=111/MechanicalMax Horz2=102(LC 8)
Max Uplift3=-138(LC 12), 2=-107(LC 10)
MaxGrav3=255(LC 2), 2=270(LC 2), 4=158(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plategrip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
3=138, 2=107.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 12 lb down and 12 lb up at
1-10-3, 12 lb down and 12 lb up at 1-10-3, and 31 lb down and 48 lb up at 4-8-2, and 31 lb down and 48 lb up at 4-8-2 on topchord, and 4 lb down and 2 lb up at 1-10-3, 4 lb down and 2 lb up at 1-10-3, and 12 lb down and 1 lb up at 4-8-2, and 12 lb down
and 1 lb up at 4-8-2 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf)
Vert: 1-2=-51
Concentrated Loads(lb)Vert: 9=-4(F=-2,B=-2) 10=1(F=0,B=0) 11=-16(F=-8,B=-8)
Trapezoidal Loads(plf)
Vert: 2=0(F=25,B=25)-to-3=-94(F=-22,B=-22), 5=0(F=10,B=10)-to-4=-37(F=-9,B=-9)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J24
TrussType
Jack-Open
Qty
2
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:482018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-BjdCPP5UwAP?Dx8XUUNd5SwK7o73C?JgTSSarCzNQiD
Scale:1.5"=1'
T1
B1
1
2
3
4
3x4
1-2-15
1-2-15
-0-10-12
0-10-12
1-2-15
1-2-15
0-6-51-0-80-8-21-0-85.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.06
0.02
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
7
7
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 4 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-2-15 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)3=20/Mechanical, 2=106/0-6-0(min. 0-1-8), 4=7/MechanicalMax Horz2=34(LC 16)
Max Uplift3=-15(LC 16), 2=-35(LC 12), 4=-1(LC 22)
MaxGrav3=23(LC 2), 2=124(LC 22), 4=20(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 2, 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J25
TrussType
Jack-Open
Qty
2
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:482018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-BjdCPP5UwAP?Dx8XUUNd5SwJLo67C?JgTSSarCzNQiD
Scale=1:12.3
T1
B11
2
8
9
3
4
3x4
3-2-15
3-2-15
-0-10-12
0-10-12
3-2-15
3-2-15
0-6-51-10-81-6-21-10-85.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.11
0.08
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.01
0.00
(loc)
4-7
4-7
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 9 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-15 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)3=70/Mechanical, 2=165/0-6-0(min. 0-1-8), 4=36/MechanicalMax Horz2=67(LC 16)
Max Uplift3=-46(LC 16), 2=-35(LC 16)
MaxGrav3=82(LC 2), 2=189(LC 2), 4=58(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 3-2-3zone;cantileverleft and rightexposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 2.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J26
TrussType
Jack-Open
Qty
6
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:492018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-fwBacl66hUXsr5ij2CvsdgSQCCQgxSZqi6B7NezNQiC
Scale=1:17.5
T1
B11
2
8
9
10
3
4
3x4
5-4-0
5-4-0
-0-10-12
0-10-12
5-4-0
5-4-0
0-6-52-9-00-4-72-4-92-9-05.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.36
0.25
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
-0.10
0.01
(loc)
4-7
4-7
2
l/defl
>999
>629
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 14 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-4-0 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)3=120/Mechanical, 2=236/0-6-0(min. 0-1-8), 4=63/MechanicalMax Horz2=103(LC 16)
Max Uplift3=-78(LC 16), 2=-44(LC 16)
MaxGrav3=140(LC 2), 2=269(LC 2), 4=98(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 5-3-4zone;cantileverleft and rightexposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 2.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
J27
TrussType
Jack-ClosedGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:502018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-76lzq56kSofjTEHwcvQ5At?aice2gv9zxmxhv5zNQiB
Scale=1:30.2
W1
T1
W3
B1
W2
1
2
3
5 4
6
7 8
2x4
1.5x4
4x4
3x4
5-4-0
5-4-0
-0-10-12
0-10-12
5-4-0
5-4-0
2-6-54-9-05.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.44
0.76
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.14
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>445
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x6SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-4-0 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 9-11-9 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)5=674/0-6-0(min. 0-1-8), 4=530/Mechanical
Max Horz5=185(LC 9)
Max Uplift5=-142(LC 12), 4=-159(LC 9)MaxGrav5=684(LC 2), 4=539(LC 19)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6) Refer to girder(s) for truss to trussconnections.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
5=142, 4=159.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 390 lb down and 92 lb up at 1-4-12, and 404 lb down and 87 lb up at 3-4-12 on bottomchord.The design/selection of suchconnection device(s)is the
responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf)
Vert: 1-2=-51, 2-3=-51, 4-5=-20
Concentrated Loads(lb)Vert: 7=-390(B) 8=-404(B)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB01
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:512018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-bIJL1R7MD5na4Os69dxKj5YhQ?7NPJq69QgERXzNQiA
Scale=1:43.0
0-1-150-1-150-1-150-1-15T1
T2
T3
T4 T5B2
ST1ST1ST1
B1
W3 W1 W11
2
34 5 67
8 9 10
11 12
13
20 19 18 17 16 15 14
21
2223 24 25
26 27
4x6 5x6
4x4 3x4
3x4
3x4
1.5x41.5x4
1.5x4
1.5x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
22-0-15
22-0-15
2-8-15
2-8-15
11-2-1
8-5-2
21-0-1
9-10-0
22-0-15
1-0-15
0-5-102-10-130-11-83-2-70-1-100-5-100-1-1014.0012
PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [3:0-3-4,0-1-15], [3:0-0-0,0-1-11], [4:0-1-12,0-0-0], [6:0-1-12,0-0-0], [7:0-4-5,Edge], [7:0-0-0,0-1-11], [8:0-2-0,0-2-12], [11:0-2-2,0-1-8],[12:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLLBCDL
20.0
10.0
0.010.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncrCode
2-0-0
1.15
1.15
NOIBC2012/TPI2007
CSI.
TC
BC
WBMatrix-SH
0.70
0.11
0.21
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
12
13
12
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 63 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStudOTHERS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.All bearings 21-0-8.
(lb)-Max Horz2=-79(LC 14)Max UpliftAll uplift 100 lb orless at joint(s) 12, 17, 20, 2, 16, 15, 14 except 18=-142(LC 12)
MaxGravAllreactions 250 lb orless at joint(s) 12, 2, 16 except 17=496(LC 42), 18=898(LC 42), 20=477(LC 42),
15=454(LC 42), 14=492(LC 42)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 6-17=-431/95, 5-18=-812/192, 4-20=-418/136, 9-15=-384/107, 10-14=-402/109
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 5-8-15,Interior(1) 5-8-15 to 11-2-1,Exterior(2) 11-2-1 to 21-10-9
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all
exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 12, 17, 20, 2, 16,
15, 14 except(jt=lb) 18=142.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1.
11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 249 lb down and 46 lb up at
5-2-0, and 249 lb down and 46 lb up at 8-10-0 on top chord.The design/selection of suchconnection device(s)is the
responsibility of others.
LOADCASE(S)StandardContinued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB01
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:522018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-3VtjFn8__PvRiYRIjKSZFI4sAPTc8m4GO4Qn_zzNQi9
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)Vert: 1-3=-51, 3-7=-61, 7-8=-51, 8-11=-61, 11-13=-51, 2-12=-20
Concentrated Loads(lb)
Vert: 22=-210 25=-210
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB02
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:532018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-XhR5S79dlj1IKi0VH1zooWd72pp3tE?Pdk9LWQzNQi8
Scale=1:41.0
0-1-150-1-150-1-150-1-15T1
T2
T3
T4
T5
B1
ST1
ST2
ST1 ST3 ST3
B21
2
3
4 5 6
7 8 9 10
11
12
13
19 18 17 16 15 14
20
21
22 23
3x4 3x4
3x4 3x4
3x4
3x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
22-0-15
22-0-15
4-2-1
4-2-1
9-8-14
5-6-13
11-4-14
1-8-0
19-6-14
8-2-0
22-0-15
2-6-1
0-5-104-6-132-7-84-10-70-1-100-5-100-1-1014.0012
PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [4:0-2-2,0-1-8], [6:0-2-2,0-1-8], [11:0-2-2,0-1-8], [12:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.31
0.10
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
12
12
12
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 70 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 21-0-8.
(lb)-Max Horz2=124(LC 15)
Max UpliftAll uplift 100 lb orless at joint(s) 2, 16, 17, 15 except 19=-151(LC 16), 14=-145(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 2, 12 except 16=373(LC 42), 17=475(LC 42), 19=357(LC 55),
15=563(LC 42), 14=323(LC 42)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 7-16=-294/109, 5-17=-393/109, 3-19=-267/176, 9-15=-480/135, 10-14=-259/172
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 2-11-8,Interior(1) 2-11-8 to 4-2-1,Exterior(2) 4-2-1 to 11-4-14,
Interior(1) 11-4-14 to 19-6-14zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and
forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 15except(jt=lb) 19=151, 14=145.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB03
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:542018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-?t_TfS9FW099ysbhrlU1KjAJfD9HchFZsOvu2szNQi7
Scale=1:45.0
0-1-150-1-150-1-150-1-15T1
T2
T3
T4
T5
B2
ST3
ST2
ST1
ST3 ST4
B112
3
4 5 6
7
8 9
10 11
12
13
19 18 17 16 15 14
20
21
22
23
24
25 26
3x4 3x4
3x4 3x4
3x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
22-0-15
22-0-15
5-7-3
5-7-3
8-3-12
2-8-9
9-11-12
1-8-0
18-1-12
8-2-0
22-0-15
3-11-3
0-5-106-2-134-3-86-6-70-1-100-5-100-1-106-2-1314.0012
PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [4:0-2-2,0-1-8], [6:0-2-2,0-1-8], [10:0-2-2,0-1-8], [12:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.25
0.10
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.01
(loc)
12
13
12
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 78 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 21-0-8.
(lb)-Max Horz2=170(LC 15)
Max UpliftAll uplift 100 lb orless at joint(s) 12, 15, 2 except 16=-104(LC 17), 19=-229(LC 16), 14=-197(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 12, 2 except 16=495(LC 42), 17=263(LC 42), 19=443(LC 55),
15=514(LC 42), 14=343(LC 57)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 8-16=-416/151, 3-19=-359/259, 9-15=-432/119
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 2-11-8,Interior(1) 2-11-8 to 5-7-3,Exterior(2) 5-7-3 to 8-3-12,
Interior(1) 9-11-12 to 21-10-9zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and
forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 12, 15, 2 except(jt=lb) 16=104, 19=229, 14=197.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB04
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:562018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-yG6E48BV2ePsB9l4yAXVQ8Fd10rp4ZorJiO?7kzNQi5
Scale=1:57.6
0-1-150-1-15T1
T2
T3
T4
B2
ST3
ST2
ST1
ST3
ST4
B112
3
4
5
6 7
8
9
10
11
17 16 15 14 13 12
18
19
20
21 22 23 24
25
26
4x4
3x5 3x4
3x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
22-0-15
22-0-15
6-11-8
6-11-8
8-6-10
1-7-2
16-8-10
8-2-0
22-0-15
5-4-6
0-5-107-11-125-11-88-1-60-1-100-5-100-1-105-11-814.0012
PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [5:0-1-12,0-1-8], [8:0-2-2,0-1-8], [10:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.26
0.09
0.29
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
0.00
0.01
(loc)
10
10
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 85 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud*Except*
ST2: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 21-0-8.
(lb)-Max Horz2=215(LC 15)
Max UpliftAll uplift 100 lb orless at joint(s) 10, 14, 15, 13, 2 except 17=-294(LC 16), 12=-255(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 10, 2 except 14=502(LC 40), 15=315(LC 30), 17=381(LC 30),
13=494(LC 40), 12=470(LC 53)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-326/230, 9-25=-256/213, 25-26=-267/191, 10-26=-277/189
WEBS 6-14=-423/142, 3-17=-364/332, 7-13=-412/136, 9-12=-385/286
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 2-11-8,Interior(1) 2-11-8 to 6-11-8,Exterior(2) 6-11-8 to 19-8-10,
Interior(1) 19-8-10 to 21-10-9zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and
forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 14, 15, 13, 2
except(jt=lb) 17=294, 12=255.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1.
11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB05
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:572018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-QSgcIUC7pxXjpJKGWt2kyMooQQB_p?n?YL8YfBzNQi4
Scale=1:46.4
0-1-150-1-15T1
T2
T1
B2
ST2ST2
ST1
ST2
ST1
B112
3
4 5 6 7 8
9
10
11
17 16 15 14 13 12
18
19
20 21
22
23
3x4 3x4
3x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
22-0-15
22-0-15
5-9-12
5-9-12
16-3-3
10-5-7
22-0-15
5-9-12
0-5-106-5-136-9-60-1-100-5-100-1-106-5-1314.0012
PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [4:0-2-2,0-1-8], [8:0-2-2,0-1-8], [10:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.28
0.10
0.37
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.01
(loc)
10
10
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 83 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 21-0-9.
(lb)-Max Horz2=177(LC 15)
Max UpliftAll uplift 100 lb orless at joint(s) 10, 14, 15, 13, 2 except 17=-232(LC 16), 12=-230(LC 17)MaxGravAllreactions 250 lb orless at joint(s) except 10=287(LC 39), 14=537(LC 38), 15=421(LC 38), 17=442(LC
47), 13=421(LC 38), 12=439(LC 49), 2=287(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-18=-307/88, 3-4=-298/88, 8-9=-298/83, 10-23=-299/72
WEBS 6-14=-458/128, 5-15=-340/122, 3-17=-356/262, 7-13=-340/112, 9-12=-353/259
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 3-0-8,Interior(1) 3-0-8 to 5-9-12,Exterior(2) 5-9-12 to 20-6-2,
Interior(1) 20-6-2 to 21-10-9zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces
&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 14, 15, 13, 2
except(jt=lb) 17=232, 12=230.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1.
11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB06
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:582018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-ufE_VqDlaFfaQTvS4bZzVZKzQqWDYUd8m?t6BdzNQi3
Scale=1:40.2
0-1-150-1-15T1
T2
T1
B2
ST2ST2
ST1
ST2
ST1
B11
2
3
4 5 6 7 8
9
10
11
17 16 15 14 13 12
18 19 20 21
3x4 3x4
3x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
22-0-15
22-0-15
4-4-10
4-4-10
17-8-5
13-3-11
22-0-15
4-4-10
0-5-104-9-135-1-60-1-100-5-100-1-1014.0012
PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [4:0-2-2,0-1-8], [8:0-2-2,0-1-8], [10:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.27
0.10
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.01
(loc)
10
11
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 75 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 21-0-9.
(lb)-Max Horz2=-131(LC 14)
Max UpliftAll uplift 100 lb orless at joint(s) 10, 14, 15, 13, 2 except 17=-166(LC 16), 12=-162(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 10, 2 except 14=523(LC 38), 15=472(LC 38), 17=364(LC 47),
13=472(LC 38), 12=359(LC 49)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 6-14=-444/122, 5-15=-390/108, 3-17=-272/191, 7-13=-390/105, 9-12=-266/186
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 3-0-8,Interior(1) 3-0-8 to 4-4-10,Exterior(2) 4-4-10 to 21-10-9
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 14, 15, 13, 2except(jt=lb) 17=166, 12=162.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB07
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:12:592018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-MroMjADNLZoR2dTedI4C1nt8cEsVHz3I?fdfj3zNQi2
Scale=1:40.1
0-1-150-1-15T1
T3
T1
B2
ST2ST2ST1 ST2 ST1
B1
T2
1
2
3 4 5 6 7 8
9
10
16 15 14 13 12 11
17 18
5x6
3x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
4x4
1.5x4 1.5x4
4x4
3x4
22-0-15
22-0-15
2-11-8
2-11-8
19-1-8
16-2-0
22-0-15
2-11-8
0-5-103-1-133-5-60-1-100-5-100-1-1014.0012
PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [3:0-0-0,0-0-1], [6:0-3-0,Edge], [6:0-0-0,0-1-12], [7:0-1-12,0-0-0], [8:0-0-0,0-0-1], [9:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.30
0.09
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
9
10
9
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 67 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 21-0-9.
(lb)-Max Horz2=-87(LC 14)
Max UpliftAll uplift 100 lb orless at joint(s) 9, 13, 14, 16, 12, 11, 2MaxGravAllreactions 250 lb orless at joint(s) 9, 2 except 13=441(LC 38), 14=557(LC 38), 16=271(LC 38),
12=557(LC 38), 11=271(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 5-13=-362/109, 4-14=-475/130, 7-12=-475/130
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 7-0-8,Interior(1) 7-0-8 to 19-1-8,Exterior(2) 19-1-8 to 21-10-9
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 9, 13, 14, 16, 12,11, 2.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB08
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:012018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-IEw77sFesA29Hxd1lj6g6CyT51Wnlt2bTz6moyzNQi0
Scale=1:42.7
0-1-150-1-15T1
T2
T3
T4
B1
ST1ST1ST1 ST1
ST2
B21
2
3 4 5 6
7
8
9 10
16 15 14 13 12 11
17 18 19
20
21
22
3x4 5x6
5x6
3x4
3x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4 1.5x4
3x4
23-8-13
23-8-13
1-6-5
1-6-5
14-9-1
13-2-11
17-1-4
2-4-3
23-8-13
6-7-9
0-5-101-5-132-7-82-9-20-1-100-4-10-1-1014.0012
5.0012
PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [3:0-2-2,0-1-8], [9:0-1-6,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.37
0.23
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.03
0.00
(loc)
10
10
9
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 62 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 22-1-0.
(lb)-Max Horz2=45(LC 16)
Max UpliftAll uplift 100 lb orless at joint(s) 2, 13, 14, 16, 12, 11, 9MaxGravAllreactions 250 lb orless at joint(s) 2, 12, 9 except 13=442(LC 41), 14=515(LC 41), 16=435(LC 41),
11=414(LC 48)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 6-13=-359/119, 5-14=-434/119, 4-16=-362/103, 8-11=-270/85
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 4-6-5,Interior(1) 4-6-5 to 17-1-4,Exterior(2) 17-1-4 to 20-1-4zone;
cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown;
Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 16, 12,11, 9.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB09
TrussType
Piggyback
Qty
7
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:022018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-mQTVLCGGdUA0v4CDJQevfPVfCRtFULykhdrJKOzNQi?
Scale=1:18.2
T1 T1
B1
ST1
1
2
3
4
5
6
7
8
9 10
11
12
4x4
2x4 2x41.5x4
10-10-5
10-10-5
5-5-2
5-5-2
10-10-5
5-5-2
0-4-12-3-20-1-100-4-10-1-105.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.28
0.16
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
0.03
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 25 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2OTHERS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=189/8-7-2(min. 0-1-8), 4=189/8-7-2(min. 0-1-8), 6=304/8-7-2(min. 0-1-8)Max Horz2=37(LC 20)
Max Uplift2=-64(LC 16), 4=-70(LC 17), 6=-7(LC 16)
MaxGrav2=217(LC 2), 4=217(LC 2), 6=340(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-14 to 3-4-14,Interior(1) 3-4-14 to 5-5-2,Exterior(2) 5-5-2 to 8-5-2zone;
cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown;
Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Gablerequirescontinuous bottomchord bearing.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 4, 6.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
10)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified buildingdesigner.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB10
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:032018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Fc1tYXGuOnItXEnQs898Cd1rGrDLDoOtwHbttqzNQi_
Scale=1:18.9
0-1-100-1-10T1
T2
T1
B1
ST1
1
2
3 4 5
6
7
8
9
10 11
12
3x4 3x4
2x4 2x41.5x4
1.5x4
10-10-5
10-10-5
4-6-7
4-6-7
6-3-14
1-9-7
10-10-5
4-6-7
0-4-11-10-110-1-100-4-10-1-105.0012
PlateOffsets(X,Y)-- [3:0-2-0,Edge], [5:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.20
0.16
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.02
0.00
(loc)
7
7
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 24 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)2=210/8-7-2(min. 0-1-8), 6=210/8-7-2(min. 0-1-8), 8=281/8-7-2(min. 0-1-8)
Max Horz2=-29(LC 21)
Max Uplift2=-70(LC 16), 6=-73(LC 17)MaxGrav2=317(LC 39), 6=317(LC 39), 8=294(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-9=-272/132, 6-12=-272/131
NOTES-1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-14 to 3-4-14,Interior(1) 3-4-14 to 4-6-7,Exterior(2) 4-6-7 to 6-3-14
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)Gablerequirescontinuous bottomchord bearing.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 6.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1.
11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB11
TrussType
Piggyback
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:042018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-jobFmtHW95Qk8OMcQrgNkqawUFS7yFG19xKQOHzNQhz
Scale=1:18.9
0-1-100-1-10T1
T2
T1
B11
2
3 4
5
6
7 8
3x5 3x5
3x6 3x6
10-10-5
10-10-5
2-6-7
2-6-7
8-3-14
5-9-7
10-10-5
2-6-7
0-4-11-0-110-1-100-4-10-1-105.0012
PlateOffsets(X,Y)-- [2:0-3-0,0-1-8], [3:0-2-8,Edge], [4:0-2-8,Edge], [5:0-3-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.61
0.51
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.03
0.02
(loc)
6
6
5
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 23 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-3-4 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)2=370/8-7-2(min. 0-1-8), 5=370/8-7-2(min. 0-1-8)
Max Horz2=-14(LC 17)
Max Uplift2=-79(LC 12), 5=-79(LC 13)MaxGrav2=392(LC 38), 5=392(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-3=-1066/343, 3-7=-1034/321, 7-8=-1034/321, 4-8=-1034/321, 4-5=-1066/343
BOT CHORD 2-5=-277/1034
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-14 to 6-9-6,Interior(1) 6-9-6 to 8-3-14,Exterior(2) 8-3-14 to 10-5-7
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 5.10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified buildingdesigner.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
PB12
TrussType
Piggyback
Qty
5
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:052018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-B?9dzDI8wPYbmYxo_ZBcH27E3euFhiWANb4zwjzNQhy
Scale=1:12.3
T1 T1
B11
2
3
4
5
3x4
2x4 2x4
4-11-4
4-11-4
2-5-10
2-5-10
4-11-4
2-5-10
0-4-132-0-110-1-100-4-130-1-1010.0012
PlateOffsets(X,Y)-- [2:0-2-1,0-1-0], [3:0-2-0,Edge], [4:0-2-1,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.05
0.14
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
4
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 11 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-11-4 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)2=150/3-7-13(min. 0-1-8), 4=150/3-7-13(min. 0-1-8)
Max Horz2=-48(LC 14)
Max Uplift2=-26(LC 16), 4=-26(LC 17)MaxGrav2=170(LC 2), 4=170(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Gablerequirescontinuous bottomchord bearing.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 4.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
10)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified buildingdesigner.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T01
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:062018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-fBj0BZJmhigSOiW?YGirpFfFd2DcQ42KcFpXS9zNQhx
Scale=1:41.8
0-1-150-1-150-1-15T1
T2
T3
T4
W7
B1
W3 W4 W3
W5 W6
W1
W21
2
3 4
5
6
10 9 8 7
11
12
13
14
15
5x6 5x6
5x6 1.5x4
2x4 4x4 3x8
6x6
3x4
5-4-4
5-4-4
6-9-12
1-5-8
8-10-14
2-1-2
12-2-0
3-3-2
-0-8-12
0-8-12
5-4-4
5-4-4
6-9-12
1-5-8
8-10-14
2-1-2
12-2-0
3-3-2
1-1-127-2-124-9-77-4-114-9-77-2-1214.0012
PlateOffsets(X,Y)-- [2:0-3-0,0-1-8], [3:0-3-8,0-2-4], [4:0-3-8,0-2-4], [5:0-3-0,0-2-12], [7:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.70
0.19
0.30
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.01
(loc)
7-8
7-8
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 80 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 8-7-14 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)10=478/0-6-0(min. 0-1-8), 7=453/Mechanical
Max Horz10=261(LC 13)Max Uplift10=-50(LC 16), 7=-84(LC 13)
MaxGrav10=761(LC 41), 7=558(LC 40)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-11=-640/124, 11-12=-410/130, 3-12=-331/152, 3-13=-292/183, 4-13=-292/183,
4-14=-391/212, 5-14=-472/197, 2-10=-710/181BOT CHORD 9-10=-464/518, 8-9=-171/301, 7-8=-163/291
WEBS 4-8=-140/276, 5-7=-479/198, 2-9=-218/299
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 5-4-4,Exterior(2) 5-4-4 to 6-9-12,
Interior(1) 8-10-14 to 12-0-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces
&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8) Refer to girder(s) for truss to trussconnections.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 7.10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T01GE
TrussType
Hip SupportedGable
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:072018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-7NHOOvJPS0oI?s5B5_D4MTCZjSbp9ZoTrvZ4?czNQhw
Scale=1:35.0
0-1-150-1-15W1
T1
T2
T1
W2
B1
ST2ST2
ST1
ST2
ST1
1
2
3
45 6 78
9
10
11
18 17 16 15 14 13 12
19 20 21 22
1.5x4
2x4
4x4 4x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x41.5x4
1.5x4
1.5x4 1.5x4
1.5x4
12-2-0
12-2-0
-0-8-12
0-8-12
3-11-2
3-11-2
8-2-15
4-3-13
12-2-0
3-11-2
12-10-12
0-8-12
1-1-125-6-125-8-111-1-125-6-1214.0012
PlateOffsets(X,Y)-- [4:0-0-0,0-1-11], [4:0-0-0,0-0-1], [5:0-1-12,0-0-0], [7:0-1-12,0-0-0], [8:0-0-0,0-1-11], [8:0-0-0,0-0-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.10
0.07
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
11
11
12
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 61 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.All bearings 12-2-0.
(lb)-Max Horz18=-182(LC 14)Max UpliftAll uplift 100 lb orless at joint(s) 12, 15 except 18=-103(LC 17), 17=-174(LC 16), 13=-171(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 18, 12, 16, 14 except 15=280(LC 38), 17=319(LC 47), 13=313(LC
49)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 8-9=-196/251WEBS3-17=-253/176
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-C Corner(3)-0-8-12 to 2-1-0,Exterior(2) 2-1-0 to 3-11-2, Corner(3) 3-11-2 to 11-2-15,
Exterior(2) 11-2-15 to 12-10-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and
forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed forwindloadsin the plane of the truss only.Forstuds exposed to wind(normal to the face),seeStandardIndustry
GableEnd Details as applicable, orconsult qualified building designer as perANSI/TPI 1.
4)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
5) Unbalancedsnowloads have been considered for this design.
6)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.7)Provide adequate drainage to preventwater ponding.
8)Gablerequirescontinuous bottomchord bearing.
9)Truss to be fullysheathed from one face orsecurely braced againstlateralmovement(i.e. diagonalweb).10)Gablestudsspaced at 2-0-0 oc.
11)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
12)Bearing at joint(s) 12 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverifycapacity of bearingsurface.
13)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 12, 15 except
(jt=lb) 18=103, 17=174, 13=171.14)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T01GE
TrussType
Hip SupportedGable
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:072018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-7NHOOvJPS0oI?s5B5_D4MTCZjSbp9ZoTrvZ4?czNQhw
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T02
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:102018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-XyyW0xMHlxAtsJpmn6nn_5qt7fUZMjGvXtnkbxzNQht
Scale=1:58.9
0-1-150-1-15T1
T2
T3
T5
B2
W3 W4
W5
W6
W7 W8 W9 W10 W9
W10
W11
W1
W2
W13
W12
T4
B3B1
12
3
4
5 6 7
8
9
10
18 17 16 15 14 13 12 11
19
20
21 22 23 24 2526 27 28 29
30 31 32 33 34 35 36
5x6
6x8 4x6
3x4
3x4 4x8 5x6
2x4
8x8
3x4
4x6
6x6
4x43x5
3x5
3x10MT18H
4x4
2-0-12
2-0-12
6-1-0
4-0-4
7-5-12
1-4-11
13-1-7
5-7-11
18-10-14
5-9-7
24-6-9
5-7-11
26-8-0
2-1-7
-0-8-12
0-8-12
2-0-12
2-0-12
6-1-0
4-0-4
7-5-12
1-4-11
13-1-7
5-7-11
18-10-14
5-9-7
24-6-9
5-7-11
26-8-0
2-1-7
1-1-126-5-88-2-154-1-126-5-814.0012
PlateOffsets(X,Y)-- [2:0-2-4,0-1-8], [3:0-1-4,0-1-8], [4:0-2-0,0-2-8], [5:0-2-12,0-4-0], [9:0-4-4,0-2-0], [10:0-1-0,0-1-12], [12:0-2-0,0-1-12], [13:0-2-0,0-2-0], [14:0-2-12,Edge],[16:0-4-0,0-1-8], [18:0-3-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLLBCDL
20.0
10.0
0.010.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncrCode
2-0-0
1.15
1.15
NOIBC2012/TPI2007
CSI.
TC
BC
WBMatrix-MSH
0.92
0.64
0.99
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.18
-0.25
0.05
(loc)
13-14
14-15
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 176 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x6SPF No.2 *Except*
T1,T5: 2x4SPF No.2
BOT CHORD2x4SPF No.2 *Except*B2: 2x6SPF No.2
WEBS 2x4SPFStud*Except*
W5,W8,W10: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-2-8 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 5-0-2 oc bracing.WEBS 1 Row at midpt 4-16, 5-16, 9-13
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)18=1380/0-6-0(min. 0-2-9), 11=1417/0-6-0(min. 0-3-13)
Max Horz18=284(LC 9)
Max Uplift18=-653(LC 13), 11=-1570(LC 13)MaxGrav18=1640(LC 111), 11=2428(LC 111)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-3=-1475/625, 3-19=-1743/806, 4-19=-1709/834, 4-20=-1675/804, 5-20=-1702/792,
5-21=-2650/1355, 6-21=-2650/1355, 6-22=-2673/1364, 22-23=-2673/1364,
23-24=-2673/1364, 24-25=-2673/1364, 25-26=-2673/1364, 7-26=-2673/1364,
7-8=-2266/1315, 8-27=-2272/1319, 27-28=-2266/1318, 28-29=-2265/1316,
9-29=-2260/1315, 9-10=-1136/773, 2-18=-1611/649, 10-11=-2455/1602
BOT CHORD 17-18=-274/228, 16-17=-574/1080, 15-16=-872/1784, 15-30=-872/1784, 14-30=-872/1784,
14-31=-1339/2313, 31-32=-1339/2313, 32-33=-1339/2313, 13-33=-1339/2313,
13-34=-558/806, 34-35=-558/806, 35-36=-558/806, 12-36=-558/806
WEBS 3-17=-400/226, 3-16=-175/334, 4-16=-1169/2470, 5-16=-2540/1251, 5-14=-827/1435,
6-14=-990/382, 7-14=-113/692, 7-13=-1318/643, 9-13=-1158/2233, 9-12=-1275/756,
2-17=-387/993, 10-12=-1196/1791
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plategrip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T02
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:102018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-XyyW0xMHlxAtsJpmn6nn_5qt7fUZMjGvXtnkbxzNQht
NOTES-
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 18=653, 11=1570.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
11) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 44 lb up at 12-10-0, 255 lb down and 44 lb up at 16-6-0, 141 lb down and 132 lb up at 14-2-13, 141 lb down and 132 lb up at 16-2-13, 141 lb down and 132 lb up at 18-2-13, 141 lb down and 132 lb up at 20-2-13, 141
lb down and 132 lb up at 22-2-13, and 141 lb down and 132 lb up at 24-2-13, and 265 lb down and 233 lb up at 24-6-9 on top chord, and 294 lb down and 243 lb up at
12-2-13, 98 lb down and 96 lb up at 14-2-13, 98 lb down and 96 lb up at 16-2-13, 98 lb down and 96 lb up at 18-2-13, 98 lb down and 96 lb up at 20-2-13, 98 lb down
and 96 lb up at 22-2-13, and 98 lb down and 96 lb up at 24-2-13, and 165 lb down and 203 lb up at 24-6-9 on bottomchord.The design/selection of suchconnection
device(s)is the responsibility of others.
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf)
Vert: 1-2=-51, 2-4=-51, 4-5=-51, 5-9=-61, 9-10=-51, 11-18=-20
Concentrated Loads(lb)
Vert: 6=-210 12=1(F) 22=-3(F) 24=-213(F=-3) 26=-3(F) 27=-3(F) 28=-3(F) 29=-3(F) 30=-245(F) 31=-6(F) 32=-6(F) 33=-6(F) 34=-6(F) 35=-6(F) 36=-6(F)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T03
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:122018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-UL4HRcNXHYQb6dz8uXpF3WvKbTCXqevC_BGrgpzNQhr
Scale=1:70.9
0-1-150-1-150-1-150-1-15T1
T2
T4
T5
T6
B1
B3 B4
W3 W4
W5 W6 W7 W6 W7 W6 W5W8
W9
W10 W11 W12 W11 W13
W1
W2
W15
W14
T3
B2
1
2
3
4 5 6 7 8
9
10 11 12
13
14
26 25 24 23 22 21 20 19
18 17 16 15
27
28
29 3031 32 33
34 35 36
37 38 39
5x6 4x6
5x6 5x6
1.5x4 3x4 3x10MT18H
1.5x4
6x8 1.5x4
3x4
3x4 3x4 4x8
2x4 3x4
4x4
5x6
3x8
3x4
3x4 3x4
3x4
3x4
2-11-1
2-11-1
6-1-7
3-2-7
11-8-14
5-7-7
17-6-0
5-9-3
23-1-7
5-7-7
24-9-7
1-8-0
26-8-0
1-10-9
29-9-11
3-1-11
32-11-7
3-1-11
34-10-0
1-10-9
-0-8-12
0-8-12
2-11-1
2-11-1
6-1-7
3-2-7
11-8-14
5-7-7
17-6-0
5-9-3
23-1-7
5-7-7
24-9-7
1-8-0
26-8-0
1-10-9
29-9-11
3-1-11
32-11-7
3-1-11
34-10-0
1-10-9
35-6-12
0-8-12
1-1-128-1-76-2-28-3-71-1-123-0-014.0012
PlateOffsets(X,Y)-- [2:0-1-4,0-1-8], [3:0-1-4,0-1-8], [4:0-3-0,0-1-0], [8:0-3-0,0-1-0], [9:0-3-0,0-2-12], [12:0-3-8,0-2-4], [13:0-1-4,0-1-8], [18:0-2-12,0-2-8], [20:0-1-15,0-1-8],[21:0-1-12,0-1-12], [26:0-2-0,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLLBCDL
20.0
10.0
0.010.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncrCode
2-0-0
1.15
1.15
NOIBC2012/TPI2007
CSI.
TC
BC
WBMatrix-MSH
0.41
0.48
0.92
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.13
0.04
(loc)
21-23
21-23
19
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 218 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*
T2,T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2 *Except*B3: 2x4SPFStud
WEBS 2x4SPFStud*Except*
W5,W6,W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-8-14 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:6-0-0 oc bracing: 19-20,15-16
3-5-4 oc bracing: 18-19.
WEBS 1 Row at midpt 6-21
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)26=1236/0-6-0(min. 0-2-4), 19=1647/0-6-0(min. 0-3-9), 15=336/0-4-0(min. 0-1-8)Max Horz26=219(LC 9)
Max Uplift26=-178(LC 63), 19=-605(LC 9), 15=-309(LC 13)
MaxGrav26=1447(LC 38), 19=2287(LC 38), 15=418(LC 85)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-27=-1412/192, 27-28=-1404/201, 3-28=-1364/215, 3-4=-1507/296, 4-29=-1595/335,
5-29=-1602/334, 5-30=-1596/332, 30-31=-1596/332, 31-32=-1596/332, 32-33=-1596/332,
6-33=-1596/332, 6-7=-1490/301, 7-8=-1491/303, 8-9=-926/219, 11-36=-316/222,
12-36=-316/222, 12-13=-331/285, 2-26=-1408/194, 13-15=-406/313
BOT CHORD 24-25=-279/894, 23-24=-249/982, 22-23=-319/1490, 21-22=-319/1490, 20-21=-125/647,
18-19=-2270/613, 10-18=-317/141, 18-37=-237/330, 37-38=-237/330, 17-38=-237/330
WEBS 3-25=-260/62, 4-23=-292/1053, 5-23=-884/283, 6-21=-1054/345, 8-21=-336/1446,
8-20=-740/215, 9-20=-56/299, 18-20=-151/774, 9-18=-1203/206, 11-18=-511/293,
2-25=-96/897, 13-16=-221/286
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to allexposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T03
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:122018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-UL4HRcNXHYQb6dz8uXpF3WvKbTCXqevC_BGrgpzNQhr
NOTES-
9)Bearing at joint(s) 15 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverifycapacity of bearingsurface.
10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 26=178, 19=605, 15=309.
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 94 lb up at 12-10-0, 255 lb down and 94 lb up at
16-6-0, 84 lb down and 74 lb up at 26-10-6, 84 lb down and 74 lb up at 28-10-6, and 84 lb down and 74 lb up at 30-10-6, and 223 lb down and 198 lb up at 32-11-7 on
topchord, and 15 lb down and 39 lb up at 26-10-6, 15 lb down and 39 lb up at 28-10-6, and 15 lb down and 39 lb up at 30-10-6, and 44 lb down and 91 lb up at 32-10-6
on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)Vert: 1-2=-51, 2-4=-51, 4-8=-61, 8-9=-51, 9-12=-61, 12-13=-51, 13-14=-51, 19-26=-20, 15-18=-20
Concentrated Loads(lb)
Vert: 12=-0(F) 16=-2(F) 30=-210 33=-210 34=-0(F) 35=-0(F) 36=-0(F) 37=-3(F) 38=-3(F) 39=-3(F)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T04
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:142018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-QkC1sIPopAhJLw7X0yrj8x?arHu_IafVSVlykizNQhp
Scale=1:70.2
0-1-150-1-150-1-150-1-15T1
T2
T3
T4
T5
B1
B3
B4
W3
W4 W5 W6 W5 W4W7
W8
W9 W10 W11
W1
W2
W13W12
B2
1
3
4 5 6
7
8 9
10 11
20 19 18 17 16 15
14 13 1221
22
23
24 25 26 27 28
29 30 31
32
6x6 5x6
5x6 5x6
3x4 3x10MT18H
1.5x4
5x8
1.5x4
3x4
4x4
4x8
2x4
3x8
4x4
2x4
3x5
3x4
7-6-9
7-6-9
14-7-7
7-0-14
21-8-4
7-0-14
23-4-4
1-8-0
26-8-0
3-3-12
31-6-4
4-10-4
34-10-0
3-3-12
-0-8-12
0-8-12
1-10-15
1-10-15
7-6-9
5-7-10
14-7-7
7-0-14
21-8-4
7-0-14
23-4-4
1-8-0
26-8-0
3-3-12
31-6-4
4-10-4
34-10-0
3-3-12
35-6-12
0-8-12
1-1-129-9-77-10-29-11-71-1-123-0-099-714.0012
PlateOffsets(X,Y)-- [2:0-2-0,0-0-12], [4:0-3-4,0-2-0], [6:0-3-0,0-1-0], [7:0-3-0,0-2-12], [9:0-3-8,0-2-4], [10:0-1-0,0-1-8], [14:0-2-0,0-2-0], [16:0-2-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.81
0.48
0.77
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.18
0.03
(loc)
19-20
16-18
15
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 213 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T2: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W4,W5,W6,W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-4-5 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 3-10-14 oc bracing.
WEBS 1 Row at midpt 5-18, 6-16
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)15=1641/0-6-0(min. 0-3-9), 12=314/0-4-0(min. 0-1-8), 20=1222/0-6-0(min. 0-2-4)Max Horz20=265(LC 13)
Max Uplift15=-404(LC 13), 12=-65(LC 12), 20=-141(LC 13)
MaxGrav15=2282(LC 42), 12=456(LC 43), 20=1436(LC 43)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-22=-1497/336, 22-23=-1486/361, 4-23=-1436/388, 4-24=-1403/442, 24-25=-1404/441,25-26=-1404/441, 5-26=-1412/443, 5-27=-1412/443, 27-28=-1404/441, 6-28=-1404/442,
6-7=-1060/360, 10-32=-324/163, 10-12=-436/196
BOT CHORD 19-20=-342/840, 18-19=-251/943, 17-18=-147/735, 16-17=-147/735, 14-15=-2253/585,
8-14=-545/149
WEBS 3-19=-169/314, 4-19=-25/262, 4-18=-275/772, 5-18=-1371/451, 6-18=-285/1120,
6-16=-486/195, 14-16=-165/831, 7-14=-1257/309, 3-20=-1511/433
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-6-9,Exterior(2) 7-6-9 to 23-4-4,
Interior(1) 23-4-4 to 35-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C for
members and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all
exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Bearing at joint(s) 12 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 12 except(jt=lb)15=404, 20=141.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T04
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:142018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-QkC1sIPopAhJLw7X0yrj8x?arHu_IafVSVlykizNQhp
NOTES-
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 145 lb up at 12-10-0, and 255 lb down and 145 lb up
at 16-6-0 on top chord.The design/selection of suchconnection device(s)is the responsibility of others.
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-2=-51, 2-4=-51, 4-6=-61, 6-7=-51, 7-9=-61, 9-10=-51, 10-11=-51, 15-20=-20, 12-14=-20
Concentrated Loads(lb)
Vert: 26=-210 27=-210
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T05
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:152018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-uwmP3eQQZTpAz4ijZfMyh9Xl1gC412qeh9VVH8zNQho
Scale=1:74.6
0-1-150-1-150-1-150-1-15T1
T2
T3
T4
T5
B1
B3
B4
W3
W4 W5 W6 W5 W4
W7
W8
W9
W10 W11
W1 W2
W13W12
B2
1
2
3
4 5 6
7
8
9
10
19 18 17 16 15 14
13 12 11
20
21
22
23
242526 27 28 29
30 31
32
33
8x8 5x6
5x6 5x6
4x6
3x4 3x10MT18H
1.5x4
5x8
1.5x4
3x4
4x4
4x8
2x4
3x8
4x4
2x4
3x5
8-11-12
8-11-12
14-7-7
5-7-11
20-3-2
5-7-11
21-11-2
1-8-0
26-8-0
4-8-14
30-1-2
3-5-2
34-10-0
4-8-14
-0-8-12
0-8-12
2-6-14
2-6-14
8-11-12
6-4-14
14-7-7
5-7-11
20-3-2
5-7-11
21-11-2
1-8-0
26-8-0
4-8-14
30-1-2
3-5-2
34-10-0
4-8-14
1-1-1211-5-79-6-211-7-71-1-123-0-011-5-714.0012
PlateOffsets(X,Y)-- [2:0-3-1,0-0-0], [4:0-6-4,0-3-4], [6:0-3-0,0-1-0], [7:0-3-0,0-2-12], [9:0-3-8,0-2-4], [10:0-2-8,0-1-8], [13:0-2-8,0-2-0], [15:0-2-0,0-1-8], [19:0-2-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.79
0.62
0.72
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.38
0.03
(loc)
18-19
18-19
14
l/defl
>999
>839
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 233 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T1: 2x4SPF 1650F 1.5E,T2: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*W8,W10,W11,W1,W2,W13,W12: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-8-2 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:
9-4-8 oc bracing: 18-193-11-3 oc bracing: 13-14.
WEBS 1 Row at midpt 5-17, 6-15, 7-15, 7-13
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)14=1657/0-6-0(min. 0-3-8), 11=242/0-4-0(min. 0-1-8), 19=1206/0-6-0(min. 0-2-4)
Max Horz19=320(LC 13)Max Uplift14=-390(LC 13), 11=-48(LC 12), 19=-123(LC 16)
MaxGrav14=2240(LC 42), 11=403(LC 43), 19=1437(LC 43)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-20=-261/0, 3-21=-1401/342, 21-22=-1307/367, 22-23=-1299/368, 4-23=-1292/395,
4-24=-1105/409, 24-25=-1106/408, 25-26=-1107/408, 5-26=-1115/410, 5-27=-1115/411,
27-28=-1107/408, 28-29=-1107/408, 6-29=-1106/409, 6-7=-1112/411, 10-33=-347/93,
10-11=-361/100
BOT CHORD 18-19=-374/938, 17-18=-256/855, 16-17=-169/727, 15-16=-169/727, 13-14=-2190/630,
8-13=-520/149
WEBS 3-18=-258/302, 4-18=-49/311, 4-17=-264/557, 5-17=-1149/383, 6-17=-253/840,
6-15=-259/157, 13-15=-191/802, 7-13=-1308/335, 9-13=-330/201, 3-19=-1547/442
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-5-5,Interior(1) 2-5-5 to 8-11-12,Exterior(2) 8-11-12 to 21-11-2,
Interior(1) 21-11-2 to 34-8-4zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C for
members and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all
exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Bearing at joint(s) 11 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T05
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:162018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-M6KoH_Q2Knx1aEHw7NuBDM4wn4YJmV4ovpE3pazNQhn
NOTES-
10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 11 except(jt=lb) 14=390, 19=123.
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 145 lb up at 12-10-0, and 255 lb down and 145 lb upat 16-6-0 on top chord.The design/selection of suchconnection device(s)is the responsibility of others.
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-2=-51, 2-4=-51, 4-6=-61, 6-7=-51, 7-9=-61, 9-10=-51, 14-19=-20, 11-13=-20
Concentrated Loads(lb)
Vert: 26=-210 27=-210
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T06
TrussType
PiggybackBase
Qty
2
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:172018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-qJtAUKRg553uCOr6h4PQmad3FUt2Vyux8T_cL1zNQhm
Scale=1:66.0
T1
T2
T4
B1
B3
B4
W3
W4 W5 W4 W6 W4
W8
W7
W9 W10
W1
W2
W12
W11
T3
B2
1
2
3
4 5 6 7 8 9
10
18 17 16 15 14
13 12
11
19
20
21 2223 24 25 26 27
28 29
8x8 4x8 8x8
5x6
3x10MT18H
2x4
5x8 2x4
3x4
4x4
2x4
5x10 3x4
4x8
4x4
2x4
3x5
7-7-15
7-7-15
15-7-5
7-11-6
21-2-0
5-6-10
26-8-0
5-6-0
29-8-15
3-0-15
35-0-0
5-3-1
-0-8-12
0-8-12
1-10-14
1-10-14
7-7-15
5-9-1
15-7-5
7-11-6
21-2-0
5-6-10
26-8-0
5-6-0
29-8-15
3-0-15
35-0-0
5-3-1
1-1-1210-1-00-11-63-0-014.0012
PlateOffsets(X,Y)-- [2:0-2-0,0-0-12], [4:0-5-4,0-5-0], [9:0-2-12,0-3-8], [10:Edge,0-3-12], [13:0-2-8,0-2-0], [16:0-2-12,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.93
0.58
0.74
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.22
0.03
(loc)
16-17
16-17
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 221 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T2,T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W4,W5,W6,W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-3-12 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:
9-9-9 oc bracing: 17-184-0-7 oc bracing: 13-14.
WEBS 1 Row at midpt 5-16, 6-15, 6-13
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)14=1705/0-6-0(min. 0-3-6), 11=226/0-6-0(min. 0-1-8), 18=1211/0-6-0(min. 0-2-3)
Max Horz18=278(LC 13)Max Uplift14=-478(LC 13), 11=-80(LC 12), 18=-137(LC 13)
MaxGrav14=2138(LC 38), 11=417(LC 39), 18=1399(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-19=-1371/341, 19-20=-1358/356, 4-20=-1254/395, 4-21=-1175/445, 21-22=-1175/445,
22-23=-1175/445, 5-23=-1175/445, 5-24=-1139/432, 6-24=-1139/432, 10-29=-354/114,
10-11=-367/126
BOT CHORD 17-18=-354/823, 16-17=-255/860, 15-16=-169/652, 13-14=-2089/587, 8-13=-553/156
WEBS 3-17=-189/302, 4-17=-11/308, 4-16=-276/486, 5-16=-1138/439, 6-16=-274/1023,
6-15=-256/159, 13-15=-198/739, 6-13=-1168/309, 9-13=-389/193, 3-18=-1496/450
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-7-15,Exterior(2) 7-7-15 to 33-11-13,
Interior(1) 33-11-13 to 34-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-Cformembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to allexposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 11 except(jt=lb)
14=478, 18=137.10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T06
TrussType
PiggybackBase
Qty
2
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:182018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-IVRYigSIsOBlqYQIFnwfJn9E?uDHEP85N7j9tTzNQhl
NOTES-
11) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 145 lb up at 12-10-0, and 255 lb down and 145 lb up
at 16-6-0 on top chord.The design/selection of suchconnection device(s)is the responsibility of others.
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-2=-51, 2-4=-51, 4-9=-61, 9-10=-51, 14-18=-20, 11-13=-20
Concentrated Loads(lb)
Vert: 23=-210 24=-210
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T07
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:192018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-nh?wv0TwdiJbRi?UoVRur?iOjIbUzrrEbnTjQvzNQhk
Scale=1:73.1
T1
T2
T4
B1
W3
W4 W5 W4
W5
W4 W5 W4
W1
W2 W7
W6
T3
B1B2
1
2
3
4 5 6 7 8
9
18 17 16 15 14 13 11 10
19
20
21 22 23 24
25 26
12
8x8 3x6 8x8
4x6
3x63x4
4x4
3x4
3x4
1.5x4
4x8 3x4
2x4
3x5 2x43x6
7-7-15
7-7-15
15-0-14
7-4-14
22-4-0
7-3-2
26-5-8
4-1-8
29-8-15
3-3-7
35-0-0
5-3-1
-0-8-12
0-8-12
1-10-14
1-10-14
7-7-15
5-9-1
15-0-14
7-4-14
22-4-0
7-3-2
29-8-15
7-4-14
35-0-0
5-3-1
1-1-1210-1-03-11-610-1-014.0012
PlateOffsets(X,Y)-- [2:0-3-9,0-0-8], [4:0-2-11,Edge], [8:0-2-11,Edge], [9:0-2-8,0-1-8], [13:0-1-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
1.00
0.46
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.22
0.04
(loc)
17-18
17-18
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 196 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T2,T3: 2x4SPF 1650F 1.5E
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*W3,W1,W2,W7,W6: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-16, 5-13, 6-13, 8-11
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.All bearings 8-10-0 except(jt=length) 18=0-6-0, 12=0-3-8.
(lb)-Max Horz18=330(LC 13)Max UpliftAll uplift 100 lb orless at joint(s) 18 except 11=-206(LC 13)
MaxGravAllreactions 250 lb orless at joint(s) 12 except 11=1548(LC 38), 18=1271(LC 39), 10=329(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-19=-1302/218, 19-20=-1289/223, 4-20=-1184/272, 4-21=-1113/298, 21-22=-1113/298,
5-22=-1113/298, 5-6=-842/260, 6-7=-842/260, 7-23=-842/260, 23-24=-842/260,8-24=-842/260, 9-10=-278/30
BOT CHORD 17-18=-383/761, 16-17=-272/813, 15-16=-306/1113, 14-15=-306/1113, 13-14=-306/1113
WEBS 3-17=-252/288, 4-17=-27/288, 4-16=-212/497, 5-16=-245/256, 5-13=-455/108,
6-13=-608/232, 8-13=-299/1351, 8-11=-1493/306, 3-18=-1377/360
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-7-15,Exterior(2) 7-7-15 to 33-11-13,
Interior(1) 33-11-13 to 34-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and
forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 18 except(jt=lb)
11=206.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T08
TrussType
PiggybackBase
Qty
4
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:202018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-FtZI7LUYO0RS3rahMCy7OCEcxhqNiLrOqQCGyLzNQhj
Scale=1:74.1
T1
T2
T4
B1
B3
B4
B5
B6
W3
W4 W5 W4
W6
W4
W8
W7
W9
W10
W11
W1
W2 W13
W12
T3
B2
1
2
3
4 5 6 7 8 9
10
11
22 21 20 19 18 17
16 15 14
13 12
23
24
25 26 27 28 29
30
31
8x8 3x6 6x6
3x6 2x4
2x4
6x8
3x5
4x6
4x6
2x4
3x4
4x4
3x4
3x4
4x8
3x4
3x4
2x4
3x5
4x6
7-7-15
7-7-15
14-6-4
6-10-5
22-1-4
7-7-1
28-0-0
5-10-12
29-8-15
1-8-15
33-2-0
3-5-1
35-0-0
1-10-0
-0-8-12
0-8-12
1-10-14
1-10-14
7-7-15
5-9-1
14-6-4
6-10-5
22-1-4
7-7-1
28-0-0
5-10-12
29-8-15
1-8-15
33-2-0
3-5-1
35-0-0
1-10-0
1-1-1210-1-03-11-61-0-010-1-014.0012
PlateOffsets(X,Y)-- [2:0-1-12,0-1-0], [4:0-2-11,Edge], [9:0-3-0,0-1-0], [12:0-2-0,0-1-0], [14:0-2-0,0-1-8], [16:0-2-8,0-2-12], [18:0-2-0,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.77
0.93
0.60
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.25
0.16
(loc)
21-22
18-20
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 229 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T2: 2x4SPF 1650F 1.5E
BOT CHORD2x4SPF No.2 *Except*
B5: 2x4SPFStudWEBS2x4SPF No.2 *Except*
W3,W8,W11,W1,W2,W13,W12: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 2-2-0 oc bracing.Except:
1 Row at midpt 8-16WEBS1 Row at midpt 5-20, 5-18, 6-16, 9-15
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)12=1346/0-6-0(min. 0-2-7), 22=1376/0-6-0(min. 0-2-6)
Max Horz22=330(LC 13)
Max Uplift12=-133(LC 12), 22=-120(LC 13)MaxGrav12=1567(LC 38), 22=1502(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-3=-251/124, 3-23=-1619/256, 23-24=-1606/261, 4-24=-1501/310, 4-25=-1509/344,
25-26=-1509/344, 5-26=-1509/344, 5-27=-1436/330, 6-27=-1436/330, 6-7=-1111/272,
7-28=-1111/272, 8-28=-1111/272, 8-29=-1106/271, 9-29=-1106/271, 9-30=-1332/290,
10-30=-1369/270, 10-31=-709/169, 11-31=-739/163, 11-12=-1654/240
BOT CHORD 21-22=-399/833, 20-21=-293/1015, 19-20=-347/1509, 18-19=-347/1509, 8-16=-501/123,
15-16=-167/854, 14-15=-119/496, 13-14=-945/169, 10-14=-963/200
WEBS 3-21=-226/321, 4-21=-30/260, 4-20=-244/861, 5-20=-565/283, 16-18=-292/1314,
6-16=-594/149, 9-16=-250/1200, 10-15=-136/571, 3-22=-1560/397, 11-13=-191/1149
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-7-15,Exterior(2) 7-7-15 to 33-11-13,Interior(1) 33-11-13 to 34-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and
forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
12=133, 22=120.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T09
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:222018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-BGh3X1VpwdhAJ9k3Ud_bTdKwsVdWAF7gIkhN1EzNQhh
Scale=1:75.3
T1
T2
T4
B1
B3
B4
B5
B6
W3
W4 W5 W4
W6
W4
W8
W7
W9 W10
W11
W1
W2
W14
T3
B2
W13
W12
1
2
3
4 5 6 7 8 9
10
11
22 21 20 19 18 17
16 15 14
13 12
23
24
25 26 27 28 29 30
8x8 3x6 5x8 4x6
3x6 2x4
2x4
6x8
4x6
2x43x4
4x4
3x4
3x4
4x8
3x4
4x4
2x4
3x5
5x8
3x5
7-7-15
7-7-15
14-6-4
6-10-5
22-1-4
7-7-1
28-0-0
5-10-12
31-4-12
3-4-12
33-2-0
1-9-4
35-0-0
1-10-0
-0-8-12
0-8-12
1-10-14
1-10-14
7-7-15
5-9-1
14-6-4
6-10-5
22-1-4
7-7-1
28-0-0
5-10-12
31-4-12
3-4-12
33-2-0
1-9-4
35-0-0
1-10-0
1-1-1210-1-08-7-01-0-010-1-014.0012
5.0012
PlateOffsets(X,Y)-- [2:0-1-12,0-1-0], [4:0-2-11,Edge], [9:0-6-0,0-2-8], [11:0-3-0,0-1-12], [12:0-1-12,0-1-8], [14:0-5-8,0-2-8], [15:0-1-12,0-1-12], [16:0-2-8,0-2-12], [18:0-1-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLLBCDL
20.0
10.0
0.010.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncrCode
2-0-0
1.15
1.15
YESIBC2012/TPI2007
CSI.
TC
BC
WBMatrix-MSH
0.94
0.50
0.62
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.27
0.10
(loc)
18-20
18-20
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 244 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*W3,W8,W1,W2,W13: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:
8-1-12 oc bracing: 21-229-5-12 oc bracing: 18-20.
1 Row at midpt 8-16, 10-14
WEBS 1 Row at midpt 5-20, 5-18, 6-16, 9-15, 11-12
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)22=1378/0-6-0(min. 0-2-6), 12=1361/0-6-0(min. 0-2-8)Max Horz22=338(LC 13)
Max Uplift22=-137(LC 13), 12=-277(LC 13)
MaxGrav22=1520(LC 38), 12=1590(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-252/127, 3-23=-1640/264, 23-24=-1627/269, 4-24=-1522/318, 4-25=-1539/354,
25-26=-1539/354, 5-26=-1539/354, 5-27=-1456/345, 27-28=-1456/345, 6-28=-1456/345,
6-7=-1103/291, 7-29=-1103/291, 8-29=-1103/291, 8-9=-1103/291, 9-30=-658/236,
10-30=-678/231, 10-11=-335/207, 11-12=-1529/299
BOT CHORD 21-22=-511/991, 20-21=-327/1028, 19-20=-382/1539, 18-19=-382/1539, 8-16=-417/135,
15-16=-190/597, 14-15=-142/299, 10-14=-1379/332
WEBS 3-21=-231/324, 4-21=-31/260, 4-20=-250/891, 5-20=-589/287, 16-18=-342/1382,
6-16=-645/115, 9-16=-258/1354, 9-15=-1135/254, 10-15=-227/1264, 3-22=-1541/405,
11-14=-321/1384
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-7-15,Exterior(2) 7-7-15 to 34-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T09
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:222018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-BGh3X1VpwdhAJ9k3Ud_bTdKwsVdWAF7gIkhN1EzNQhh
NOTES-
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 22=137, 12=277.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T10
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:232018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-fSFRlNWRhxp1wJJG1LWq0rs7zvxUvjjqWORwZgzNQhg
Scale=1:75.6
0-1-150-1-15T1
T2 T3 T4
T5
B1
W3
W4 W5 W6 W5 W7
W8
W9 W10 W9 W10 W9
W1
W2
W12
W11
B1B2
1
2
3
4 5 6
7 8 9
10
19 18 17 16 15 14 13 12 11
20
21
22
2324 25 26 27 28 29 30 31
32 33 34
5x6 5x6
8x8
5x8
3x63x4
4x4
3x4
3x4
5x12
3x4
3x4
4x4 4x4
2x4
3x5 3x4
4x6
7-9-2
7-9-2
13-1-1
5-3-15
18-5-0
5-3-15
19-4-1
0-11-1
24-9-3
5-5-2
30-2-6
5-5-2
35-0-0
4-9-10
-0-8-12
0-8-12
1-10-14
1-10-14
7-9-2
5-10-4
13-1-1
5-3-15
18-5-0
5-3-15
19-4-1
0-11-1
24-9-3
5-5-2
30-2-6
5-5-2
35-0-0
4-9-10
1-1-1210-0-710-7-08-7-010-7-014.0012
5.0012
PlateOffsets(X,Y)-- [2:0-3-9,0-0-8], [4:0-3-8,0-2-4], [6:0-3-0,Edge], [7:0-4-0,0-1-13], [9:0-5-12,0-2-8], [10:0-3-0,0-1-12], [12:0-1-12,0-2-0], [15:0-3-4,0-3-0], [17:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.79
0.52
0.53
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.27
0.06
(loc)
15-17
15-17
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 247 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*W3,W1,W2: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 8-1-5 oc bracing.
WEBS 1 Row at midpt 5-17, 6-15, 7-14, 8-13, 9-12, 10-11
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)19=1372/0-6-0(min. 0-2-7), 11=1345/0-6-0(min. 0-2-7)
Max Horz19=338(LC 13)Max Uplift19=-130(LC 13), 11=-259(LC 13)
MaxGrav19=1538(LC 42), 11=1554(LC 42)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-20=-1665/266, 20-21=-1654/293, 21-22=-1599/296, 4-22=-1588/321, 4-23=-1511/349,
23-24=-1511/349, 24-25=-1511/349, 5-25=-1511/349, 5-26=-1553/362, 6-26=-1553/362,6-7=-1691/402, 7-27=-1469/361, 8-27=-1469/361, 8-28=-1227/335, 28-29=-1227/335,
29-30=-1227/335, 30-31=-1227/335, 9-31=-1227/335, 9-32=-711/267, 32-33=-737/259,
33-34=-753/248, 10-34=-758/245, 10-11=-1514/296
BOT CHORD 18-19=-517/994, 17-18=-337/1050, 16-17=-365/1511, 15-16=-365/1511, 14-15=-341/1471,
13-14=-293/1227, 12-13=-188/665
WEBS 3-18=-216/327, 4-17=-238/961, 5-17=-717/270, 6-15=-984/246, 7-15=-113/699,
8-14=-106/529, 8-13=-982/263, 9-13=-225/1206, 9-12=-1059/292, 3-19=-1593/407,
10-12=-244/1354
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-9-2,Exterior(2) 7-9-2 to 10-9-2,
Interior(1) 18-5-0 to 30-2-6,Exterior(2) 30-2-6 to 33-2-6zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
19=130, 11=259.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T11
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:252018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-brMBA3XhDY3lAdTe9mYI5GyXzid4Ndp7_iw1dZzNQhe
Scale=1:72.2
0-1-150-1-15T1
T2
T3
T4
T5
B1W3
W4
W5
W5 W6
W7 W8 W9 W8 W9 W8
W1W2
W11
W10
B1B2
1
2 3
4 5
6
7 8 9
10
19 18 17 16 15 14 13 12 11
20
21
22
2324 25 26 27
28
29 30 31 32 33 34
35
365x65x8
5x6 5x8
3x63x8
3x4
3x4
3x4
3x8
3x4
4x4 4x4
2x4
3x5 3x4
4x6
3x6
6-4-0
6-4-0
14-5-0
8-1-0
19-4-1
4-11-1
24-9-3
5-5-2
30-2-6
5-5-2
35-0-0
4-9-10
-0-8-12
0-8-12
1-2-15
1-2-15
6-4-0
5-1-1
10-4-8
4-0-8
14-5-0
4-0-8
19-4-1
4-11-1
24-9-3
5-5-2
30-2-6
5-5-2
35-0-0
4-9-10
1-1-128-4-710-7-08-7-010-7-014.0012
5.0012
PlateOffsets(X,Y)-- [2:0-2-0,0-0-12], [4:0-3-4,0-2-0], [6:0-5-4,0-2-8], [7:0-3-0,0-2-4], [9:0-5-12,0-2-8], [12:0-1-12,0-2-0], [15:0-1-13,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.56
0.57
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.35
0.07
(loc)
17-18
17-18
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 227 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*W3,W1,W2: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-1-3 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 8-0-2 oc bracing.
WEBS 1 Row at midpt 5-18, 6-14, 8-13, 9-12, 10-11
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)19=1362/0-6-0(min. 0-2-7), 11=1329/0-6-0(min. 0-2-5)Max Horz19=343(LC 13)
Max Uplift19=-221(LC 16), 11=-196(LC 13)
MaxGrav19=1544(LC 43), 11=1459(LC 42)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-20=-1614/248, 20-21=-1565/263, 21-22=-1560/269, 4-22=-1539/290, 4-23=-1006/278,23-24=-1006/278, 24-25=-1006/278, 5-25=-1007/278, 5-26=-1676/350, 26-27=-1676/350,
6-27=-1676/350, 6-28=-1464/341, 7-28=-1411/356, 7-29=-1316/350, 29-30=-1316/350,
8-30=-1316/350, 8-31=-1138/329, 31-32=-1138/329, 32-33=-1138/329, 9-33=-1138/329,
9-34=-663/264, 34-35=-689/255, 35-36=-705/244, 10-36=-710/242, 10-11=-1418/307
BOT CHORD 18-19=-533/902, 17-18=-422/1469, 16-17=-420/1671, 15-16=-420/1671, 14-15=-420/1671,
13-14=-289/1138, 12-13=-193/621
WEBS 3-18=-101/384, 4-18=-88/912, 5-18=-1006/236, 5-17=-76/492, 6-17=-293/154,
6-14=-676/210, 7-14=-18/311, 8-14=-135/422, 8-13=-871/245, 9-13=-207/1107,
9-12=-988/293, 3-19=-1652/452, 10-12=-244/1265
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 6-4-0,Exterior(2) 6-4-0 to 9-4-0,
Interior(1) 14-5-0 to 30-2-6,Exterior(2) 30-2-6 to 33-2-6zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)19=221, 11=196.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T11
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:252018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-brMBA3XhDY3lAdTe9mYI5GyXzid4Ndp7_iw1dZzNQhe
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T12
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:272018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-YEUyblZxl9JTPwc1GAamAh1p4WHPrQ8QR0P8iRzNQhc
Scale=1:68.2
0-1-150-1-15T1
T2
T3
T4
T5
B1
W3 W4 W5
W6
W7 W8 W9 W8 W9 W8
W1
W2
W11
W10
B1B2
1
2
3
4
5
6 7 8
9
18 17 16 15 14 13 12 11 10
19
20
21 22 2324
25
26
27 28 29 30 31 32
33 34
5x6 5x6
5x6 5x8
2x4 3x10MT18H4x44x8
4x4
5x12
3x4
3x5 4x4
5x6
3x4
4x6
4-10-14
4-10-14
10-5-0
5-6-2
19-4-1
8-11-1
24-9-3
5-5-2
30-2-6
5-5-2
35-0-0
4-9-10
-0-8-12
0-8-12
4-10-14
4-10-14
10-5-0
5-6-2
13-7-11
3-2-11
19-4-1
5-8-6
24-9-3
5-5-2
30-2-6
5-5-2
35-0-0
4-9-10
1-1-126-8-710-7-08-7-010-7-014.0012
5.0012
PlateOffsets(X,Y)-- [2:0-3-4,0-1-0], [3:0-3-8,0-2-4], [4:0-3-0,Edge], [6:0-3-0,0-2-4], [8:0-5-12,0-2-8], [12:0-1-12,0-1-8], [13:0-1-12,0-0-0], [13:0-5-4,0-3-0], [14:0-0-0,0-1-12],[18:0-2-0,0-0-4]
LOADING (psf)
TCLL
TCDL
BCLLBCDL
20.0
10.0
0.010.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncrCode
2-0-0
1.15
1.15
YESIBC2012/TPI2007
CSI.
TC
BC
WBMatrix-MSH
0.78
0.65
0.95
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.45
0.06
(loc)
13-16
13-16
10
l/defl
>999
>916
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 221 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*
T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPF No.2 *Except*
W3,W5,W1,W2: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-6-7 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 8-2-7 oc bracing.WEBS 1 Row at midpt 5-13, 7-12, 8-11, 9-10
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)18=1348/0-6-0(min. 0-2-8), 10=1317/0-6-0(min. 0-2-3)
Max Horz18=350(LC 13)
Max Uplift18=-221(LC 16), 10=-203(LC 13)MaxGrav18=1592(LC 43), 10=1388(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-19=-1581/235, 19-20=-1433/238, 20-21=-1391/242, 3-21=-1380/262, 3-22=-1650/328,
22-23=-1650/328, 23-24=-1650/328, 4-24=-1650/328, 4-5=-1806/380, 5-25=-1346/316,
25-26=-1296/327, 6-26=-1294/341, 6-27=-1192/338, 27-28=-1192/338, 7-28=-1192/338,
7-29=-1049/325, 29-30=-1049/325, 30-31=-1049/325, 8-31=-1049/325, 8-32=-619/261,
32-33=-645/253, 33-34=-661/242, 9-34=-668/239, 2-18=-1545/264, 9-10=-1347/301
BOT CHORD 17-18=-520/573, 16-17=-410/942, 15-16=-437/1472, 14-15=-437/1472, 13-14=-437/1472,
12-13=-286/1049, 11-12=-190/581
WEBS 3-16=-169/1070, 4-16=-1095/241, 5-16=-92/485, 5-13=-609/252, 6-13=-7/282,
7-13=-122/512, 7-12=-802/229, 8-12=-205/1001, 8-11=-911/293, 2-17=-151/899,
9-11=-239/1184
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 4-10-14,Exterior(2) 4-10-14 to 7-10-14,
Interior(1) 10-5-0 to 30-2-6,Exterior(2) 30-2-6 to 33-2-6zone;cantileverleft and right exposed ; end verticalleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T12
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:272018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-YEUyblZxl9JTPwc1GAamAh1p4WHPrQ8QR0P8iRzNQhc
NOTES-
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 18=221, 10=203.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T13
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:292018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Ucci0QbCGnZBeEmPObdEF66CPKyYJR0ivKuFmKzNQha
Scale=1:75.9
0-1-150-1-15T1
T2
T3
T4
T5
B1
W3
W4
W5
W6
W7 W8
W9
W8 W9 W8
W10 W11
W1
W2
W13
W12
B1B2
1
2
3 4
5
6 7 8
9
10
20 19 18 17 16 15 14 13 12 11
21
22
23
24
25 26 27 2829
30 31
32 33
5x6 5x6
5x6 5x8
2x4 3x64x83x4
4x4
3x8
3x4
5x6 3x4
3x4
4x4
4x6
2x4
4x6
3-5-11
3-5-11
6-5-0
2-11-5
12-5-3
6-0-3
19-4-1
6-10-13
24-9-3
5-5-2
30-2-6
5-5-2
35-5-7
5-3-1
41-0-0
5-6-9
-0-8-12
0-8-12
3-5-11
3-5-11
6-5-0
2-11-5
12-5-3
6-0-3
19-4-1
6-10-13
24-9-3
5-5-2
30-2-6
5-5-2
35-5-7
5-3-1
41-0-0
5-6-9
1-1-125-0-710-7-06-1-010-7-014.0012
5.0012
PlateOffsets(X,Y)-- [3:0-3-0,0-1-12], [6:0-3-0,0-2-4], [8:0-5-12,0-2-8], [11:0-2-0,0-1-4], [12:0-1-12,0-1-12], [14:0-0-0,0-1-12], [15:0-2-0,0-3-0], [20:0-2-0,0-0-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.54
0.73
0.48
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.46
0.11
(loc)
18-19
18-19
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 246 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*W3,W4,W6,W1,W2,W13: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-1-3 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-19, 5-16, 7-16, 7-15, 8-13, 9-12, 10-11
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)20=1555/0-6-0(min. 0-3-0), 11=1510/0-6-0(min. 0-2-12)Max Horz20=242(LC 13)
Max Uplift20=-238(LC 16), 11=-187(LC 13)
MaxGrav20=1910(LC 43), 11=1744(LC 43)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-1878/251, 3-21=-1107/215, 4-21=-1107/215, 4-22=-2334/366, 22-23=-2270/380,5-23=-2175/383, 5-24=-1898/389, 6-24=-1765/404, 6-25=-1626/399, 25-26=-1626/399,
7-26=-1626/399, 7-27=-1559/402, 27-28=-1559/402, 28-29=-1559/402, 8-29=-1559/402,
8-30=-1367/358, 30-31=-1384/344, 9-31=-1450/336, 9-32=-1075/265, 32-33=-1099/251,
10-33=-1172/242, 2-20=-1907/259, 10-11=-1694/297
BOT CHORD 19-20=-343/330, 18-19=-440/1924, 17-18=-409/2096, 16-17=-409/2096, 15-16=-301/1559,
14-15=-241/1256, 13-14=-241/1256, 12-13=-208/1015
WEBS 3-19=-103/1091, 4-19=-1498/243, 5-16=-685/235, 6-16=-22/409, 7-16=-113/268,
7-15=-533/178, 8-15=-130/717, 8-13=-387/113, 9-13=-63/594, 9-12=-969/246,
2-19=-94/1110, 10-12=-227/1474
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 3-5-11,Exterior(2) 3-5-11 to 22-4-1,
Interior(1) 22-4-1 to 40-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces
&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)20=238, 11=187.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T13
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:292018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-Ucci0QbCGnZBeEmPObdEF66CPKyYJR0ivKuFmKzNQha
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T14
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:302018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-ypA4Dmbq14i2GOLcyJ8ToJfMLjKX2tcs7_doJmzNQhZ
Scale=1:77.5
T1
T3
T4
T5
B1
W3 W4
W5 W6
W7
W8 W9
W10
W9 W10 W9
W11 W12
W1
W2
W14
W13
T2
B1B2
1
2
3
4 5
6
7 8 9
10
11
22 21 20 19 18 17 16 15 14 13 12
23
24
25
26 27 28 29
30 31
32 33
5x6
3x6
5x6
5x8
2x4 3x6
3x4
3x5
3x4
3x4
3x4
3x8
3x4
5x6 3x4
3x4
4x4
4x6
2x4
4x6
1-10-2
1-10-2
7-2-7
5-4-6
13-6-1
6-3-10
19-4-1
5-10-0
24-9-3
5-5-2
30-2-6
5-5-2
35-5-7
5-3-1
41-0-0
5-6-9
-0-8-12
0-8-12
1-10-2
1-10-2
7-2-7
5-4-6
13-6-1
6-3-10
19-4-1
5-10-0
24-9-3
5-5-2
30-2-6
5-5-2
35-5-7
5-3-1
41-0-0
5-6-9
1-1-1210-7-06-1-010-7-014.0012
5.0012
PlateOffsets(X,Y)-- [3:0-5-0,0-2-4], [7:0-3-0,0-2-4], [9:0-5-12,0-2-8], [12:0-2-0,0-1-4], [13:0-1-12,0-1-12], [15:0-0-0,0-1-12], [16:0-2-0,0-3-0], [20:0-2-4,0-1-8], [21:0-1-12,0-1-8], [22:0-2-0,0-0-8]
LOADING (psf)
TCLL
TCDL
BCLLBCDL
20.0
10.0
0.010.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncrCode
2-0-0
1.15
1.15
YESIBC2012/TPI2007
CSI.
TC
BC
WBMatrix-MSH
0.59
0.56
0.52
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.27
0.10
(loc)
17-19
17-19
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 240 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*W3,W4,W5,W1,W2,W14: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-3-15 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 6-17, 8-17, 8-16, 9-14, 10-13, 11-12
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)22=1529/0-6-0(min. 0-2-10), 12=1506/0-6-0(min. 0-2-12)
Max Horz22=249(LC 13)
Max Uplift22=-238(LC 16), 12=-190(LC 13)MaxGrav22=1681(LC 2), 12=1743(LC 41)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-3=-1503/235, 3-23=-2192/331, 4-23=-2100/335, 4-5=-2096/346, 5-24=-2272/370,
6-24=-2089/396, 6-25=-1865/395, 7-25=-1755/409, 7-26=-1624/402, 8-26=-1624/402,
8-27=-1559/404, 27-28=-1559/404, 28-29=-1559/404, 9-29=-1559/404, 9-30=-1367/359,
30-31=-1384/346, 10-31=-1449/338, 10-32=-1074/266, 32-33=-1099/252,
11-33=-1171/243, 2-22=-1670/275, 11-12=-1693/296
BOT CHORD 21-22=-291/262, 20-21=-341/933, 19-20=-422/1986, 18-19=-391/2009, 17-18=-391/2009,
16-17=-299/1559, 15-16=-239/1256, 14-15=-239/1256, 13-14=-207/1014
WEBS 3-21=-406/94, 3-20=-117/1205, 5-20=-469/129, 6-17=-644/225, 7-17=-30/405,
8-17=-122/267, 8-16=-532/177, 9-16=-128/718, 9-14=-372/114, 10-14=-64/576,
10-13=-968/245, 2-21=-97/1050, 11-13=-226/1473
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 4-10-2,Interior(1) 4-10-2 to 19-4-1,Exterior(2) 19-4-1 to 33-2-6,
Interior(1) 33-2-6 to 40-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
22=238, 12=190.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T14
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:312018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-Q?kTQ6cSoOqvuYwoV0fiKXCX57gmnKs?MeNLrDzNQhY
NOTES-
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T15
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:322018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-uBHreSd4ZiylViV_3kAxtkkh?X0lWio9bI6vNfzNQhX
Scale=1:72.8
T2
T3
T4
B1
W3 W4
W5
W6 W7
W8
W7 W8 W7
W9 W10
W1
W2
W12
W11
T1
B3B2
1 2
3
4
5
6 7 8
9
10
20 19 18 17 16 15 14 13 12 11
21
22
23
24 25 26
27
28 29
3x6
5x6 5x8
3x64x8 3x8 4x6
5x6
4x6
3x6
6-7-11
6-7-11
12-11-14
6-4-3
19-4-1
6-4-3
24-9-3
5-5-2
30-2-6
5-5-2
35-5-7
5-3-1
41-0-0
5-6-9
-0-10-12
0-10-12
6-7-11
6-7-11
12-11-14
6-4-3
19-4-1
6-4-3
24-9-3
5-5-2
30-2-6
5-5-2
35-5-7
5-3-1
41-0-0
5-6-9
2-6-510-7-06-1-010-7-05.0012
PlateOffsets(X,Y)-- [2:0-2-12,0-2-8], [6:0-3-0,0-2-4], [8:0-5-12,0-2-8], [19:0-3-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.64
0.57
0.86
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.31
0.09
(loc)
16-18
16-18
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 235 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W3,W1,W2,W12: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-4-2 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:
8-9-15 oc bracing: 18-199-0-6 oc bracing: 16-18.
WEBS 1 Row at midpt 5-16, 7-16, 7-15, 8-13, 9-12, 10-11
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)20=1538/0-6-0(min. 0-2-12), 11=1506/0-6-0(min. 0-2-12)
Max Horz20=241(LC 13)Max Uplift20=-244(LC 16), 11=-190(LC 13)
MaxGrav20=1740(LC 39), 11=1743(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-21=-2167/288, 3-21=-2052/309, 3-4=-2298/362, 4-22=-2188/374, 5-22=-2113/388,
5-23=-1875/384, 6-23=-1758/411, 6-24=-1627/405, 7-24=-1627/405, 7-25=-1558/413,
25-26=-1558/413, 8-26=-1558/413, 8-27=-1367/371, 9-27=-1449/349, 9-28=-1074/274,
28-29=-1099/260, 10-29=-1171/252, 2-20=-1676/328, 10-11=-1693/308
BOT CHORD 19-20=-284/267, 18-19=-443/1946, 17-18=-425/2033, 16-17=-425/2033, 15-16=-318/1558,
14-15=-253/1256, 13-14=-253/1256, 12-13=-215/1014
WEBS 3-19=-532/153, 5-16=-635/220, 6-16=-21/400, 7-16=-118/274, 7-15=-533/185,
8-15=-140/716, 8-13=-371/120, 9-13=-71/576, 9-12=-968/254, 2-19=-206/1995,
10-12=-239/1473
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 19-4-1,Exterior(2) 19-4-1 to 34-5-4,
Interior(1) 34-5-4 to 40-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)All plates are 3x4MT20 unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T15
TrussType
PiggybackBase
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:322018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-uBHreSd4ZiylViV_3kAxtkkh?X0lWio9bI6vNfzNQhX
NOTES-
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 20=244, 11=190.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T16
TrussType
PiggybackBase
Qty
3
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:342018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-qaPb38eK5JCTl?fNB8CPy9q0KLec_a4R2cb0SXzNQhV
Scale=1:74.0
T2
T3
T4
B1
B4
B5
W1
W2 W3 W4
W5 W6
W7
W8
W7 W8 W7
W9
W11
W10
W12HW1 W14
W13B3B212
3
4
5
6
7
8 9 10
11
12
13
25 24 23 22 21 20 19 18 17
16 15 14
30
31
32 33 34
35
36
373x8
5x6 5x8
6x6
3x5
4x6
2x4
2x4
3x4
1.5x4 3x4
3x4
3x4
3x4
3x8
3x4
3x4 1.5x4
6x8
4x4
5x8
5x6
4x6
3x8
4-9-9
4-9-9
9-7-3
4-9-9
14-4-12
4-9-9
19-4-1
4-11-5
24-9-3
5-5-2
30-2-6
5-5-2
32-4-0
2-1-10
36-3-4
3-11-4
40-6-0
4-2-12
-0-10-12
0-10-12
4-9-9
4-9-9
9-7-3
4-9-9
14-4-12
4-9-9
19-4-1
4-11-5
24-9-3
5-5-2
30-2-6
5-5-2
32-4-0
2-1-10
36-3-4
3-11-4
40-6-0
4-2-12
0-6-58-7-010-7-06-3-82-0-05.0012
PlateOffsets(X,Y)-- [2:0-0-2,0-2-3], [8:0-3-0,0-2-4], [10:0-5-12,0-2-8], [14:0-4-8,0-1-8], [17:0-2-4,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.72
0.80
1.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.47
0.22
(loc)
22
20-22
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 238 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B1: 2x4SPF 1650F 1.5E
WEBS 2x4SPFStud*Except*W6,W7,W8,W9,W12: 2x4SPF No.2
SLIDER Left 2x4SPFStud 2-6-0
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-2-3 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 8-7-1 oc bracing.
WEBS 1 Row at midpt 9-20, 9-19, 10-17, 12-15, 13-14
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=1521/0-6-0(min. 0-2-11), 14=1485/MechanicalMax Horz2=243(LC 16)
Max Uplift2=-247(LC 16), 14=-177(LC 13)
MaxGrav2=1725(LC 39), 14=1708(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-1238/160, 3-4=-3327/434, 4-5=-3247/443, 5-6=-3215/457, 6-30=-2798/439,7-30=-2658/458, 7-31=-2198/418, 8-31=-2109/439, 8-32=-1955/438, 9-32=-1955/438,
9-33=-1869/423, 33-34=-1869/423, 10-34=-1869/423, 10-11=-1558/373, 11-35=-1514/326,
12-35=-1582/311, 12-36=-813/172, 36-37=-875/161, 13-37=-933/155, 13-14=-1669/288
BOT CHORD 2-25=-566/3007, 24-25=-566/3007, 23-24=-475/2968, 22-23=-475/2968, 21-22=-384/2510,
20-21=-384/2510, 19-20=-271/1869, 18-19=-199/1479, 17-18=-200/1477,
11-17=-251/115
WEBS 6-22=-609/166, 7-22=-50/491, 7-20=-893/230, 8-20=-40/550, 9-20=-115/296,
9-19=-541/176, 10-19=-131/775, 10-17=-451/40, 15-17=-129/879, 12-17=-158/1108,
12-15=-1512/289, 13-15=-206/1428
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 19-4-1,Exterior(2) 19-4-1 to 34-5-4,
Interior(1) 34-5-4 to 40-4-4zone;cantileverleft exposed ; end verticalleft exposed;C-C formembers and forces&MWFRS for
reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8) Refer to girder(s) for truss to trussconnections.9)Providemetal plate or equivalent at bearing(s) 14 to supportreactionshown.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T16
TrussType
PiggybackBase
Qty
3
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:342018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-qaPb38eK5JCTl?fNB8CPy9q0KLec_a4R2cb0SXzNQhV
NOTES-
10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=247, 14=177.
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T17
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:352018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-JmzzGUfzsdKKM9EZksjeVNM8Dkynj74bHGLZ__zNQhU
Scale=1:74.0
0-1-100-1-10T2
T3
T4
B1
B4
B5
W1 W2
W3
W4 W5
W6
W7 W6 W5
W8
W10
W9
W11 W13
W12
T1
B3B2HW112
3
4
5
6 7 8
9
10
11
22 21 20 19 18 17 16 15
14 13 12
26
27
28
29 30 31
32
33
3x8
6x6 5x12
6x6 4x6
2x4
2x4 3x4
3x4
1.5x4
3x4
3x4
3x4
1.5x4
4x8 1.5x4
5x8
4x4
6x8
5x6
4x6
6-9-1
6-9-1
13-3-12
6-6-11
19-10-8
6-6-11
24-9-3
4-10-12
29-7-15
4-10-12
32-4-0
2-8-1
36-3-4
3-11-4
40-6-0
4-2-12
-0-10-12
0-10-12
6-9-1
6-9-1
13-3-12
6-6-11
19-10-8
6-6-11
24-9-3
4-10-12
29-7-15
4-10-12
32-4-0
2-8-1
36-3-4
3-11-4
40-6-0
4-2-12
0-6-58-8-110-9-116-3-82-0-05.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-2-4], [8:0-6-0,0-1-5], [15:0-2-12,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.90
0.94
0.63
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.25
-0.58
0.23
(loc)
20-22
20-22
12
l/defl
>999
>828
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 229 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B1: 2x4SPF 1650F 1.5E
WEBS 2x4SPF No.2 *Except*W1,W2,W3,W10,W9,W13,W12: 2x4SPFStud
WEDGE
Left: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 5-18, 6-17, 7-17, 8-15, 10-13, 11-12
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)2=1512/0-6-0(min. 0-2-12), 12=1488/Mechanical
Max Horz2=228(LC 15)Max Uplift2=-251(LC 16), 12=-172(LC 13)
MaxGrav2=1735(LC 39), 12=1754(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-26=-3596/470, 3-26=-3480/492, 3-4=-3085/478, 4-27=-2993/495, 5-27=-2894/498,
5-28=-2288/437, 6-28=-2168/464, 6-29=-1862/450, 7-29=-1864/450, 7-30=-1864/449,
30-31=-1863/450, 8-31=-1862/450, 8-9=-1605/426, 9-32=-1568/366, 10-32=-1635/350,
10-33=-901/258, 11-33=-958/241, 11-12=-1714/310
BOT CHORD 2-22=-625/3248, 21-22=-625/3248, 20-21=-625/3248, 19-20=-550/2763, 18-19=-550/2763,
17-18=-411/1995, 16-17=-317/1524, 15-16=-316/1526
WEBS 3-20=-534/191, 5-20=-1/443, 5-18=-1015/259, 6-18=-104/787, 6-17=-310/119,
7-17=-511/165, 8-17=-146/763, 8-15=-468/39, 13-15=-214/906, 10-15=-199/1122,
10-13=-1559/375, 11-13=-250/1469
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 3-1-14,Interior(1) 3-1-14 to 19-10-8,Exterior(2) 19-10-8 to
35-4-10,Interior(1) 35-4-10 to 40-4-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembersand forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8) Refer to girder(s) for truss to trussconnections.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
2=251, 12=172.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T17
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:352018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-JmzzGUfzsdKKM9EZksjeVNM8Dkynj74bHGLZ__zNQhU
NOTES-
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T18
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:372018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-F95kh9hDOEa2cTNysHm6aoSWDYfWByhukaqg2szNQhS
Scale=1:77.0
0-1-100-1-10T2
T3
T4
B1
B4
B5
W1 W2
W3 W4
W5
W6
W7 W6
W5
W10
W9
W11 W13
W12
W8
T1
B3B2HW112
3
4
5
6 7 8 9
10
11
22 21 20 19 18 17 16
15
14 13 12
26
27
28
29 30 31
323x8
6x6 5x12
6x6
4x6
2x4
2x4 3x4
3x4
1.5x4 3x4
3x4
3x4
1.5x4
4x8 1.5x4
4x4
5x8
5x6
5x8
4x6
6-1-1
6-1-1
11-11-12
5-10-11
17-10-8
5-10-11
24-9-3
6-10-12
31-7-15
6-10-12
32-4-0
0-8-1
36-3-4
3-11-4
40-6-0
4-2-12
-0-10-12
0-10-12
6-1-1
6-1-1
11-11-12
5-10-11
17-10-8
5-10-11
24-9-3
6-10-12
31-7-15
6-10-12
32-4-0
0-8-1
36-3-4
3-11-4
40-6-0
4-2-12
0-6-57-10-19-11-116-3-82-0-09-10-15.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-2-4], [8:0-6-0,0-1-5], [15:0-2-12,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.80
0.79
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.51
0.21
(loc)
21-22
21-22
12
l/defl
>999
>953
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 222 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B1: 2x4SPF 2100F 1.8E
WEBS 2x4SPF No.2 *Except*W1,W2,W3,W10,W9,W13,W12: 2x4SPFStud
WEDGE
Left: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 7-8-5 oc bracing.
WEBS 1 Row at midpt 6-17, 10-13, 11-12
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=1528/0-6-0(min. 0-2-3), 12=1513/Mechanical
Max Horz2=230(LC 15)Max Uplift2=-235(LC 16), 12=-203(LC 13)
MaxGrav2=1700(LC 39), 12=1627(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-26=-3509/485, 26-27=-3435/497, 3-27=-3398/510, 3-4=-3049/509, 4-28=-2964/509,
5-28=-2877/525, 5-6=-2386/489, 6-29=-2116/474, 7-29=-2118/473, 7-30=-2118/473,
30-31=-2116/474, 8-31=-2116/474, 8-9=-1477/394, 9-10=-1564/372, 10-32=-800/264,
11-32=-886/247, 11-12=-1588/317
BOT CHORD 2-22=-648/3171, 21-22=-648/3171, 20-21=-589/2738, 19-20=-589/2738, 18-19=-589/2738,
17-18=-458/2133, 16-17=-320/1466, 15-16=-319/1469
WEBS 3-21=-477/166, 5-21=-3/379, 5-18=-907/234, 6-18=-81/731, 7-17=-704/233,
8-17=-180/997, 8-16=0/295, 13-15=-216/860, 10-15=-205/1162, 10-13=-1459/382,
11-13=-256/1378, 8-15=-732/77
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 3-1-14,Interior(1) 3-1-14 to 17-10-8,Exterior(2) 17-10-8 to
37-4-10,Interior(1) 37-4-10 to 40-4-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembersand forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8) Refer to girder(s) for truss to trussconnections.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
2=235, 12=203.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T18
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:372018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-F95kh9hDOEa2cTNysHm6aoSWDYfWByhukaqg2szNQhS
NOTES-
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T19
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:392018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-BXCU6riTwrqmrmXKzioafDXtfMIjftDBCuJn7lzNQhQ
Scale=1:78.3
0-1-100-1-10T2
T3
T5
B1
B4
B5
W1 W2
W3 W4
W5
W6
W7 W8 W7
W6
W10
W9
W11 W12 W13 W15
W14
T1
T4
B3B2HW112
3 4
5
6 7 8 9 10 11
12
13
25 24 23 2221 20 19 18
17 16 15 14
29
30
31
32 33 34 35
363x6
6x6 4x8
6x6
4x6
3x4
2x4 3x4
3x4
1.5x4 3x4
3x4
3x4
2x4
3x8 1.5x4
4x8
8x10
8x8
6x10
4x4
5x6
5x6
3x6
5-5-1
5-5-1
10-7-12
5-2-11
15-10-8
5-2-11
21-4-5
5-5-13
26-10-3
5-5-13
32-4-0
5-5-13
33-7-15
1-3-15
36-11-3
3-3-5
40-6-0
3-6-13
-0-10-12
0-10-12
5-5-1
5-5-1
10-7-12
5-2-11
15-10-8
5-2-11
21-4-5
5-5-13
26-10-3
5-5-13
32-4-0
5-5-13
33-7-15
1-3-15
36-11-3
3-3-5
40-6-0
3-6-13
0-6-57-0-19-1-116-3-82-0-09-0-15.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-2-4], [6:0-3-0,0-0-12], [11:0-5-0,0-1-8], [18:0-2-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.74
1.00
0.88
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.22
-0.56
0.34
(loc)
20
20-22
14
l/defl
>999
>860
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 240 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T3,T4: 2x6SPF No.2
BOT CHORD2x4SPF No.2 *Except*
B1: 2x4SPF 1650F 1.5EWEBS2x4SPFStud*Except*
W6,W8,W9,W11,W12,W13: 2x4SPF No.2
WEDGELeft: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 6-20, 8-18, 11-16, 12-15, 13-14
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=1543/0-6-0(min. 0-2-10), 14=1537/MechanicalMax Horz2=232(LC 15)
Max Uplift2=-217(LC 16), 14=-233(LC 13)
MaxGrav2=1670(LC 39), 14=1614(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-29=-3415/498, 3-29=-3337/519, 3-4=-3028/523, 4-30=-2990/527, 30-31=-2990/539,
5-31=-2919/541, 5-6=-2568/511, 6-7=-2642/517, 7-32=-2635/514, 8-32=-2635/514,
8-33=-1648/371, 9-33=-1648/371, 9-34=-1648/371, 10-34=-1648/371, 10-11=-1626/375,
11-35=-1186/338, 12-35=-1193/325, 12-36=-735/250, 13-36=-776/236, 13-14=-1573/315
BOT CHORD 2-25=-662/3080, 24-25=-662/3080, 23-24=-619/2760, 22-23=-619/2760, 21-22=-502/2311,
20-21=-502/2311, 19-20=-469/2424, 18-19=-469/2424, 10-18=-322/132, 15-16=-184/696
WEBS 3-24=-411/143, 5-24=-2/323, 5-22=-798/203, 6-22=-72/641, 6-20=-95/514,
7-20=-545/175, 8-20=-80/418, 8-18=-1199/189, 16-18=-397/1892, 11-18=-563/2855,11-16=-2386/469, 12-16=-150/1022, 12-15=-1197/299, 13-15=-265/1403
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 3-1-14,Interior(1) 3-1-14 to 15-10-8,Exterior(2) 15-10-8 to39-4-10,Interior(1) 39-4-10 to 40-4-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers
and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8) Refer to girder(s) for truss to trussconnections.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T19
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:392018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-BXCU6riTwrqmrmXKzioafDXtfMIjftDBCuJn7lzNQhQ
NOTES-
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=217, 14=233.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T20
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:412018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-7wKEXXkjST4U44hj57q3kecED92?7lCTfCotBezNQhO
Scale=1:75.7
0-1-100-1-10T2
T3
T5
B1
B4
B5
W1 W2
W3 W4
W5 W6 W7 W8 W7 W8 W7
W6
W10
W9
W11
W12
W13 W15
W14
T1
T4
B3B2HW112
3
4
5
6 7 8 9 10 11 12 13
14
27 26 25 24 23 22 21 20 19
18 17 16 15
31
32 33
34
35 36 37
3x6
6x6 4x8
5x6
4x6
2x4
2x4 3x4
3x4
1.5x4 3x4
3x4
3x4
3x4
4x4 2x4
3x8 1.5x4
10x12
4x8 8x8
6x8
5x6
6x6
6x6
4x6
4-9-1
4-9-1
9-3-12
4-6-11
13-10-8
4-6-11
18-5-14
4-7-6
23-1-4
4-7-6
27-8-10
4-7-6
32-4-0
4-7-6
35-7-15
3-3-15
37-11-3
2-3-5
40-6-0
2-6-13
-0-10-12
0-10-12
4-9-1
4-9-1
9-3-12
4-6-11
13-10-8
4-6-11
18-5-14
4-7-6
23-1-4
4-7-6
27-8-10
4-7-6
32-4-0
4-7-6
35-7-15
3-3-15
37-11-3
2-3-5
40-6-0
2-6-13
0-6-56-2-18-3-116-3-82-0-05.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-1-8], [6:0-2-12,0-0-12], [12:0-4-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.67
0.76
0.98
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.22
-0.52
0.26
(loc)
21-22
21-22
15
l/defl
>999
>936
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 260 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T3,T4: 2x6SP 2400F 2.0E
BOT CHORD2x4SPF No.2 *Except*
B1: 2x4SP 2400F 2.0EWEBS2x4SPFStud*Except*
W6,W11,W12: 2x4SPF No.2
WEDGELeft: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-6-4 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 7-4-5 oc bracing.
WEBS 1 Row at midpt 9-19, 12-17, 13-16, 14-15
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=1559/0-6-0(min. 0-1-8), 15=1562/MechanicalMax Horz2=234(LC 15)
Max Uplift2=-229(LC 12), 15=-263(LC 13)
MaxGrav2=1669(LC 2), 15=1729(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-31=-3340/511, 31-32=-3322/513, 3-32=-3263/530, 3-33=-3128/539, 4-33=-3126/548,
4-34=-3094/549, 5-34=-3042/560, 5-6=-2851/534, 6-7=-3126/558, 7-35=-3155/554,
8-35=-3155/554, 8-9=-3155/554, 9-10=-2048/381, 10-11=-2048/381, 11-36=-2043/384,
12-36=-2035/384, 12-37=-1000/285, 13-37=-1017/280, 13-14=-638/220, 14-15=-1701/316
BOT CHORD 2-27=-678/3012, 26-27=-678/3012, 25-26=-651/2856, 24-25=-651/2856, 23-24=-545/2614,
22-23=-545/2614, 21-22=-581/3118, 20-21=-517/2820, 19-20=-517/2820,
11-19=-421/134, 16-17=-158/577
WEBS 3-26=-329/119, 5-26=-0/271, 5-24=-682/175, 6-24=-64/550, 6-22=-139/821,7-22=-552/167, 8-21=-377/127, 9-21=-90/542, 9-19=-1216/193, 17-19=-238/1084,
12-19=-402/2267, 12-17=-1690/333, 13-17=-187/1232, 13-16=-1383/308,
14-16=-283/1537
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 3-1-14,Interior(1) 3-1-14 to 13-10-8,Exterior(2) 13-10-8 to
40-4-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T20
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:412018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-7wKEXXkjST4U44hj57q3kecED92?7lCTfCotBezNQhO
NOTES-
8) Refer to girder(s) for truss to trussconnections.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=229, 15=263.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T21
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:422018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-b6udktlMDmCLiEGvfqLIHr9TvZO9sCldusXRk4zNQhN
Scale=1:74.2
0-1-100-1-10T1
T2 T4
B1
B4
B5
W1 W2
W3 W4 W5 W6 W5 W6 W5 W4
W8
W7
W9 W10 W11 W13W12
T3
B3B212
3
4 5 6 7 8 9 10 11
12
24 23 22 21 20 19 18 17
16 15 14 13
28
29
30 31
6x6 4x8
4x6
4x8
2x4
2x4 3x4
2x4
10x10
4x6
6x8
6x8
6x6
5x6
5x8
6-0-7
6-0-7
11-10-8
5-10-1
16-11-14
5-1-6
22-1-4
5-1-6
27-2-10
5-1-6
32-4-0
5-1-6
34-11-15
2-7-15
37-7-15
2-7-15
40-6-0
2-10-1
-0-10-12
0-10-12
6-0-7
6-0-7
11-10-8
5-10-1
16-11-14
5-1-6
22-1-4
5-1-6
27-2-10
5-1-6
32-4-0
5-1-6
34-11-15
2-7-15
37-7-15
2-7-15
40-6-0
2-10-1
0-6-55-4-17-5-116-3-82-0-05.0012
PlateOffsets(X,Y)-- [10:0-2-12,0-2-0], [13:Edge,0-1-8], [17:0-3-8,0-4-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.42
0.70
0.96
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.49
0.24
(loc)
19
19-21
13
l/defl
>999
>982
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 270 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x6SP 2400F 2.0E*Except*T1: 2x6SPF No.2, T4: 2x4SPF No.2
BOT CHORD2x6SPF No.2 *Except*
B4: 2x4SPFStud,B5: 2x4SPF No.2WEBS2x4SPFStud*Except*
W7,W10: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-10-12 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 8-7-14 oc bracing.
WEBS 1 Row at midpt 8-17, 10-14, 12-13
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=1581/0-6-0(min. 0-2-10), 13=1579/MechanicalMax Horz2=238(LC 15)
Max Uplift2=-248(LC 12), 13=-292(LC 13)
MaxGrav2=1676(LC 2), 13=1856(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-28=-3437/565, 28-29=-3402/567, 3-29=-3386/580, 3-4=-3258/543, 4-5=-3759/645,5-30=-3924/671, 6-30=-3924/671, 6-7=-3552/611, 7-8=-3552/611, 8-31=-2544/453,
9-31=-2544/453, 9-10=-2529/452, 10-11=-650/210, 11-12=-708/215, 12-13=-1813/311
BOT CHORD 2-24=-728/3125, 23-24=-728/3125, 22-23=-728/3125, 21-22=-603/2998, 20-21=-679/3757,
19-20=-679/3757, 18-19=-707/3924, 17-18=-647/3552, 9-17=-333/116, 14-15=-264/1302
WEBS 3-22=-653/193, 4-22=-14/409, 4-21=-175/1053, 5-21=-641/185, 6-18=-514/92,
8-18=0/480, 8-17=-1375/218, 15-17=-328/1640, 10-17=-483/2677, 10-15=-966/235,
10-14=-1755/285, 12-14=-270/1653
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 3-1-14,Interior(1) 3-1-14 to 11-10-8,Exterior(2) 11-10-8 to
40-4-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS for
reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)All plates are 4x4MT20 unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9) Refer to girder(s) for truss to trussconnections.
10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)2=248, 13=292.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T21
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:422018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-b6udktlMDmCLiEGvfqLIHr9TvZO9sCldusXRk4zNQhN
NOTES-
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T22
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:442018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-YV0N9ZmckOS2xYQImFOmMGEmvN7jK5VwL90XoyzNQhL
Scale=1:78.2
0-1-100-1-10T1
T2 T4
B1
B4
B5
W1 W2
W3 W4 W5 W6 W5 W6 W5 W6 W5 W4
W8
W7
W9 W10 W9
T3
B3B2
W11
12
3
4 5 6 7 8 9 10 11 1213
26 25 24 23 22 21 20 19 18
17 16 1514
30 31
32 33 34 35
6x6 4x8 8x12MT18H
4x6 4x8
2x4
2x4 3x5
2x4
4x6
6x12
3x8
6x8
6x8
6x8
5-0-7
5-0-7
9-10-8
4-10-1
14-4-6
4-5-14
18-10-5
4-5-14
23-4-3
4-5-14
27-10-2
4-5-14
32-4-0
4-5-14
35-11-15
3-7-15
39-7-15
3-7-15
40-6-0
0-10-1
-0-10-12
0-10-12
5-0-7
5-0-7
9-10-8
4-10-1
14-4-6
4-5-14
18-10-5
4-5-14
23-4-3
4-5-14
27-10-2
4-5-14
32-4-0
4-5-14
35-11-15
3-7-15
39-7-15
3-7-15
40-6-0
0-10-1
0-6-54-6-16-7-116-3-82-0-05.0012
PlateOffsets(X,Y)-- [11:0-3-0,0-2-8], [12:Edge,0-3-8], [14:Edge,0-1-8], [16:0-3-8,0-1-8], [18:0-4-8,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.52
0.50
1.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.51
0.21
(loc)
20-21
20-21
14
l/defl
>999
>948
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 295 lb FT= 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x6SP 2400F 2.0E*Except*T4: 2x8SP 2400F 2.0E
BOT CHORD2x6SP 2400F 2.0E*Except*
B4: 2x4SPFStud,B5: 2x4SPF No.2WEBS2x4SPFStud*Except*
W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-9-5 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 11-15, 13-14
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=1597/0-6-0(min. 0-1-8), 14=1603/MechanicalMax Horz2=231(LC 15)
Max Uplift2=-267(LC 12), 14=-320(LC 13)
MaxGrav2=1677(LC 2), 14=1909(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-30=-3459/566, 30-31=-3424/567, 3-31=-3418/576, 3-4=-3448/584, 4-5=-4160/730,5-32=-4597/809, 6-32=-4597/809, 6-33=-4508/806, 7-33=-4508/806, 7-8=-4020/720,
8-34=-4020/720, 9-34=-4020/720, 9-10=-3000/544, 10-35=-2984/543, 11-35=-2984/543,
12-13=-298/159, 13-14=-1712/323
BOT CHORD 2-26=-730/3154, 25-26=-730/3154, 24-25=-636/3188, 23-24=-636/3188, 22-23=-783/4158,
21-22=-783/4158, 20-21=-861/4597, 19-20=-856/4508, 18-19=-768/4020,
10-18=-329/113, 15-16=-262/1241
WEBS 3-25=-427/153, 4-25=-10/321, 4-23=-228/1313, 5-23=-815/212, 5-21=-108/592,
6-21=-308/126, 7-19=-657/118, 9-19=-17/532, 9-18=-1353/237, 16-18=-296/1401,
11-18=-497/2657, 11-16=-592/190, 11-15=-2037/354, 13-15=-250/1473
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 3-1-14,Interior(1) 3-1-14 to 9-10-8,Exterior(2) 9-10-8 to 40-4-4
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.
8)All plates are 4x4MT20 unless otherwiseindicated.9)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
10) Refer to girder(s) for truss to trussconnections.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T22
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:442018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-YV0N9ZmckOS2xYQImFOmMGEmvN7jK5VwL90XoyzNQhL
NOTES-
11)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=267, 14=320.
12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T23
TrussType
HalfHip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:452018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-0halMvnEVhavZh_UKyv?vUny1mNh3dp3apm5LPzNQhK
Scale=1:55.9
0-1-10T1
T2
W5
B1
W1 W2
W3 W4 W5 W4 W5 W4 W5 W4 W5 W4
T3
B2HW112
3
4 5 6 7 8 9 10
18 17 16 15 14 13 12 11
22
23
24 25
8x8 4x6 4x8
3x65x64x6
3x4
1.5x4 3x4 4x4
3x4 2x4
3x8
3x4
3x8
3x8
6x6
4-0-7
4-0-7
7-10-8
3-10-1
12-5-7
4-6-15
17-2-2
4-8-11
21-10-13
4-8-11
26-7-9
4-8-11
31-6-0
4-10-7
-0-10-12
0-10-12
4-0-7
4-0-7
7-10-8
3-10-1
12-5-7
4-6-15
17-2-2
4-8-11
21-10-13
4-8-11
26-7-9
4-8-11
31-6-0
4-10-7
0-6-53-8-13-9-113-8-15.0012
PlateOffsets(X,Y)-- [4:0-4-2,Edge], [9:0-3-8,0-1-8], [13:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.49
0.84
0.68
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.25
-0.50
0.13
(loc)
14-16
14-16
11
l/defl
>999
>760
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 147 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x6SPF No.2 *Except*T1: 2x4SPF No.2
BOT CHORD2x4SPF No.2 *Except*
B1: 2x4SPF 1650F 1.5EWEBS2x4SPFStud*Except*
W4: 2x4SPF No.2
WEDGELeft: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-1-13 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 4-3-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)11=1256/0-6-0(min. 0-2-8), 2=1244/0-4-0(min. 0-2-1)Max Horz2=141(LC 16)
Max Uplift11=-561(LC 12), 2=-513(LC 12)
MaxGrav11=1580(LC 35), 2=1309(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-22=-2605/1646, 22-23=-2569/1659, 3-23=-2566/1660, 3-4=-2657/1605,
4-24=-3443/1938, 5-24=-3449/1936, 5-6=-3656/1986, 6-7=-3656/1986, 7-8=-3150/1677,
8-9=-3150/1677, 9-25=-1963/1036, 10-25=-1963/1036, 10-11=-1533/780
BOT CHORD 2-18=-1605/2358, 17-18=-1605/2358, 16-17=-1509/2460, 15-16=-1934/3442,
14-15=-1934/3442, 13-14=-1677/3150, 12-13=-1036/1963
WEBS 3-17=-262/164, 4-16=-565/1227, 5-16=-652/215, 5-14=-74/261, 6-14=-404/139,
7-14=-377/616, 7-13=-736/318, 9-13=-783/1448, 9-12=-1258/571, 10-12=-1247/2367
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-3-1,Interior(1) 2-3-1 to 7-10-8,Exterior(2) 7-10-8 to 12-5-7
zone;cantileverleft exposed ; end verticalleft exposed; porchleft and right exposed;C-C formembers and forces&MWFRS for
reactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
11=561, 2=513.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T24
TrussType
HalfHip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:462018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Uu87aEosG?jmBrZhugQERhJ8KAjko1TDpTVetrzNQhJ
Scale=1:56.2
0-1-10T1
T2
W3
B1
W1 W2 W3 W2 W3 W2 W3 W2 W3 W2
T3
B3B212
3 4 5 6 7 8 9
17 16 15 14 13 12 11 10
21 22
23 24 25
6x8 4x6 4x10
4x103x86x62x45x6
3x4 2x4
3x8
3x4
5x6
3x10
6x86x6
5-10-8
5-10-8
10-10-4
4-11-12
15-11-12
5-1-8
21-1-4
5-1-8
26-2-12
5-1-8
31-6-0
5-3-4
-0-10-12
0-10-12
5-10-8
5-10-8
10-10-4
4-11-12
15-11-12
5-1-8
21-1-4
5-1-8
26-2-12
5-1-8
31-6-0
5-3-4
0-6-52-10-12-11-112-10-15.0012
PlateOffsets(X,Y)-- [8:0-3-8,0-1-8], [10:Edge,0-3-8], [11:0-3-8,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.39
0.85
0.85
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.30
-0.59
0.11
(loc)
14
14
10
l/defl
>999
>634
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 173 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x6SP 2400F 2.0E*Except*T1: 2x6SPF No.2
BOT CHORD2x6SPF No.2
WEBS 2x4SPFStud*Except*W2: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-1-14 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 4-8-11 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)10=1252/0-6-0(min. 0-2-8), 2=1268/0-4-0(min. 0-2-3)
Max Horz2=109(LC 16)Max Uplift10=-560(LC 12), 2=-536(LC 12)
MaxGrav10=1594(LC 35), 2=1378(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-21=-3035/1714, 21-22=-3031/1720, 3-22=-3022/1736, 3-23=-4550/2437,
23-24=-4550/2437, 4-24=-4552/2437, 4-5=-5143/2687, 5-6=-5143/2687, 6-7=-4577/2359,7-8=-4577/2359, 8-25=-2900/1490, 9-25=-2900/1490, 9-10=-1528/756
BOT CHORD 2-17=-1640/2784, 16-17=-1632/2781, 15-16=-2436/4550, 14-15=-2436/4550,
13-14=-2359/4577, 12-13=-2359/4577, 11-12=-1490/2900
WEBS 3-16=-926/1968, 4-16=-756/262, 4-14=-283/654, 5-14=-437/150, 6-14=-364/624,
6-12=-679/267, 8-12=-965/1849, 8-11=-1232/531, 9-11=-1612/3139
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-3-1,Interior(1) 2-3-1 to 5-10-8,Exterior(2) 5-10-8 to 10-3-15
zone;cantileverleft exposed ; end verticalleft exposed; porchleft and right exposed;C-C formembers and forces&MWFRS for
reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
10=560, 2=536.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T25
TrussType
HalfHipGirder
Qty
1
Ply
2
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:502018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-MfNeQcrNKEDCgTtS7WVAcXUrOnDTkvcok5Ts0czNQhF
Scale=1:51.3
0-1-10T1
T2
W3
B1
W1 W2 W3 W2 W3 W2 W3 W2 W3 W2
T3
B212
3 4 5 6 7 8 9
16 15 14 13 12 11 10
20 21 22 23 24 25 26 27 28 29
30 31 32 33 34 35 36 37 38 39
6x8 4x6 6x6
3x43x55x62x45x6
4x4
4x8
2x4 4x4
4x6
4x6
6x6
3-9-0
3-9-0
8-7-7
4-10-7
13-7-10
5-0-3
18-7-13
5-0-3
23-8-1
5-0-3
28-10-0
5-1-15
-0-10-12
0-10-12
3-9-0
3-9-0
8-7-7
4-10-7
13-7-10
5-0-3
18-7-13
5-0-3
23-8-1
5-0-3
28-10-0
5-1-15
0-6-51-11-72-1-11-11-75.0012
PlateOffsets(X,Y)-- [2:0-1-3,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.32
0.28
0.58
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.33
-0.55
0.06
(loc)
12-13
12-13
10
l/defl
>999
>625
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 346 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x6SP 2400F 2.0EBOT CHORD2x6SP 2400F 2.0E
WEBS 2x4SPFStud*Except*
W2: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)10=1486/0-6-0(min. 0-1-8), 2=1505/0-4-0(min. 0-1-8)
Max Horz2=73(LC 12)Max Uplift10=-780(LC 8), 2=-799(LC 8)
MaxGrav10=1748(LC 31), 2=1622(LC 31)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-3694/1776, 3-20=-6664/3060, 20-21=-6665/3060, 21-22=-6665/3060,
4-22=-6667/3060, 4-23=-8048/3635, 23-24=-8048/3635, 5-24=-8048/3635,
5-25=-8048/3635, 25-26=-8048/3635, 6-26=-8048/3635, 6-7=-7412/3323,
7-27=-7412/3323, 8-27=-7412/3323, 8-28=-4731/2112, 28-29=-4731/2112,
9-29=-4731/2112, 9-10=-1610/721
BOT CHORD 2-16=-1654/3412, 16-30=-1650/3405, 30-31=-1650/3405, 15-31=-1650/3405,
15-32=-3059/6665, 32-33=-3059/6665, 14-33=-3059/6665, 13-14=-3059/6665,
13-34=-3323/7412, 34-35=-3323/7412, 12-35=-3323/7412, 12-36=-2112/4731,
36-37=-2112/4731, 11-37=-2112/4731
WEBS 3-15=-1478/3419, 4-15=-911/397, 4-13=-601/1443, 5-13=-454/206, 6-13=-325/664,
6-12=-642/297, 8-12=-1263/2798, 8-11=-1242/562, 9-11=-2108/4721
NOTES-
1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows:
Topchordsconnected as follows: 2x6- 2 rowsstaggered at 0-9-0 oc, 2x4- 1 row at 0-9-0 oc.Bottomchordsconnected as follows: 2x6- 2 rowsstaggered at 0-9-0 oc.
Websconnected as follows: 2x4- 1 row at 0-9-0 oc.
2)Allloads areconsidered equally applied to all plies, exceptif noted as front(F) or back(B) facein the LOAD CASE(S)section.Ply toplyconnections have been provided to distribute onlyloads noted as(F) or(B), unless otherwiseindicated.
3) Unbalancedroofliveloads have been considered for this design.
4)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
5)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
6) Unbalancedsnowloads have been considered for this design.
7)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
8)Provide adequate drainage to preventwater ponding.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T25
TrussType
HalfHipGirder
Qty
1
Ply
2
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:502018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-MfNeQcrNKEDCgTtS7WVAcXUrOnDTkvcok5Ts0czNQhF
NOTES-
9)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 10=780, 2=799.
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 117 lb down and 157 lb up at 3-9-0, 55 lb down and 63 lb up at
5-9-12, 55 lb down and 63 lb up at 7-9-12, 55 lb down and 63 lb up at 9-9-12, 55 lb down and 63 lb up at 11-9-12, 55 lb down and 63 lb up at 13-9-12, 55 lb down and
63lb up at 15-9-12, 55 lb down and 63 lb up at 17-9-12, 55 lb down and 63 lb up at 19-9-12, 55 lb down and 63 lb up at 21-9-12, 55 lb down and 63 lb up at 23-9-12,
and 55 lb down and 63 lb up at 25-9-12, and 57 lb down and 62 lb up at 27-9-12 on top chord, and 59 lb down and 102 lb up at 3-9-0, 28 lb down and 38 lb up at 5-9-12
, 28 lb down and 38 lb up at 7-9-12, 28 lb down and 38 lb up at 9-9-12, 28 lb down and 38 lb up at 11-9-12, 28 lb down and 38 lb up at 13-9-12, 28 lb down and 38 lb up
at 15-9-12, 28 lb down and 38 lb up at 17-9-12, 28 lb down and 38 lb up at 19-9-12, 28 lb down and 38 lb up at 21-9-12, 28 lb down and 38 lb up at 23-9-12, and 28 lb
down and 38 lb up at 25-9-12, and 31 lb down and 37 lb up at 27-9-12 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of
others.
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-3=-51, 3-9=-61, 10-17=-20
Concentrated Loads(lb)
Vert: 3=-60(F) 7=-24(F) 16=-42(F) 13=-23(F) 5=-24(F) 8=-24(F) 11=-23(F) 21=-24(F) 22=-24(F) 23=-24(F) 24=-24(F) 25=-24(F) 26=-24(F) 27=-24(F) 28=-24(F)
29=-27(F) 30=-23(F) 31=-23(F) 32=-23(F) 33=-23(F) 34=-23(F) 35=-23(F) 36=-23(F) 37=-23(F) 38=-23(F) 39=-24(F)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T27
TrussType
HipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:522018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-J1VPqIsdsrTwvm1qEwXehyZ9AboGCkU5BPyz4VzNQhD
Scale=1:43.8
0-2-50-2-5T1
T2
T1
B1
W3 W4 W5 W6 W5 W6 W5 W6 W5W7W3
W1 W2 W1
T3
B2
W21
2
3 4 5 6 7 8 9
10
11
20 19 18 17 16 15 14 13 12
21 22 23 24 25 26 27 28 29
30 31 32 33 34 35 36
6x6 3x5
3x6 4x63x53x10
3x4
3x10
1.5x4 3x4
4x8
4x8
3x4
6x6
3x4
3x8
2x4
3x8
1-8-121-8-12 6-5-134-9-1 11-2-144-9-1 15-11-154-9-1 20-9-04-9-1 21-0-00-3-0
21-9-4
0-9-4
23-6-01-8-12
-1-0-12
1-0-12
1-8-12
1-8-12
6-5-13
4-9-1
11-2-14
4-9-1
15-11-15
4-9-1
20-9-0
4-9-1
21-9-4
1-0-4
23-6-0
1-8-12
24-6-12
1-0-12
1-1-62-4-62-6-111-1-62-4-610.0012
PlateOffsets(X,Y)-- [3:0-3-4,Edge], [8:0-3-8,0-2-0], [9:0-3-4,Edge], [15:0-3-8,0-2-0], [18:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.50
0.71
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.19
-0.33
0.05
(loc)
16-18
16-18
14
l/defl
>999
>756
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 101 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W1: 2x6SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-11 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 5-5-4 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)20=857/0-6-0(min. 0-1-12), 14=1097/0-6-0(min. 0-2-4)
Max Horz20=95(LC 11)Max Uplift20=-532(LC 9), 14=-668(LC 9)
MaxGrav20=1128(LC 103), 14=1443(LC 101)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-967/481, 3-21=-2438/1171, 21-22=-2438/1171, 4-22=-2441/1171, 4-23=-2751/1335,
23-24=-2751/1335, 24-25=-2751/1335, 5-25=-2751/1335, 5-26=-2751/1335,26-27=-2751/1335, 27-28=-2751/1335, 6-28=-2751/1335, 6-7=-1996/944, 7-29=-1996/944,
8-29=-1996/944, 8-9=-45/297, 9-10=-32/259, 2-20=-1149/546
BOT CHORD 19-30=-420/835, 30-31=-420/835, 18-31=-420/835, 17-18=-1180/2452, 17-32=-1180/2452,
16-32=-1180/2452, 16-33=-954/1996, 33-34=-954/1996, 15-34=-954/1996,
15-35=-336/118, 35-36=-336/118, 14-36=-336/118
WEBS 3-19=-442/190, 3-18=-832/1857, 4-18=-671/272, 4-16=-181/367, 5-16=-377/174,
6-16=-427/859, 6-15=-795/347, 8-15=-1027/2183, 8-14=-1336/589, 9-14=-324/170,
2-19=-432/985
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;
Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to allexposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
20=532, 14=668.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T27
TrussType
HipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:522018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-J1VPqIsdsrTwvm1qEwXehyZ9AboGCkU5BPyz4VzNQhD
NOTES-
10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 168 lb down and 116 lb up at 1-8-12, 73 lb down and 46 lb up at
3-9-8, 73 lb down and 46 lb up at 5-9-8, 73 lb down and 46 lb up at 7-9-8, 73 lb down and 46 lb up at 9-9-8, 73 lb down and 46 lb up at 11-9-8, 73 lb down and 46 lb up
at 13-9-8, 73 lb down and 46 lb up at 15-9-8, 73 lb down and 46 lb up at 17-9-8, and 73 lb down and 46 lb up at 19-9-8, and 168 lb down and 116 lb up at 21-9-4 on topchord, and 98 lb down and 56 lb up at 1-8-12, 41 lb down and 34 lb up at 3-9-8, 41 lb down and 34 lb up at 5-9-8, 41 lb down and 34 lb up at 7-9-8, 41 lb down and 34
lb up at 9-9-8, 41 lb down and 34 lb up at 11-9-8, 41 lb down and 34 lb up at 13-9-8, 41 lb down and 34 lb up at 15-9-8, 41 lb down and 34 lb up at 17-9-8, and 41 lb
down and 34 lb up at 19-9-8, and 98 lb down and 56 lb up at 21-8-9 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-2=-51, 2-3=-51, 3-9=-61, 9-10=-51, 10-11=-51, 12-20=-20Concentrated Loads(lb)
Vert: 17=0(B) 19=2(B) 15=0(B) 13=2(B) 30=0(B) 31=0(B) 32=0(B) 33=0(B) 34=0(B) 35=0(B) 36=0(B)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T28
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:532018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-nE3n2etFd9bnXwc1oe2tDA6CH?DtxD3EQ3iWdxzNQhC
Scale=1:43.5
0-2-50-2-5T1
T2
T1
B1
W3 W4 W5 W4 W3
W6 W7
W1
W2
W1
W8B21
2
3 4 5
6
7
8
15 14 13 12 11 10 9
16
17
18 19 20 21
22
23
6x6 6x6
3x6 3x44x4 4x10
1.5x4
4x4
4x6
6x6
4x4
1.5x4
3x6
4-6-6
4-6-6
11-9-0
7-2-10
18-11-10
7-2-10
20-10-8
1-10-14
21-0-0
0-1-8
23-6-0
2-6-0
-1-0-12
1-0-12
4-6-6
4-6-6
11-9-0
7-2-10
18-11-10
7-2-10
20-10-8
1-10-14
23-6-0
2-7-8
24-6-12
1-0-12
1-1-64-8-64-10-111-1-64-8-610.0012
PlateOffsets(X,Y)-- [2:0-1-0,0-1-12], [3:0-3-4,Edge], [5:0-3-4,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.99
0.43
0.79
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.11
-0.17
0.02
(loc)
12-14
12-14
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 109 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W4: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)15=841/0-6-0(min. 0-1-8), 10=1069/0-3-0(min. 0-1-15)
Max Horz15=154(LC 15)
Max Uplift15=-298(LC 13), 10=-279(LC 13)MaxGrav15=972(LC 38), 10=1236(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-17=-1120/656, 3-17=-1047/686, 3-18=-1446/823, 18-19=-1448/822, 4-19=-1451/822,
4-20=-1451/822, 20-21=-1448/822, 5-21=-1446/823, 5-6=-481/342, 6-22=-110/362,
2-15=-941/613BOT CHORD 13-14=-406/852, 12-13=-406/852, 11-12=-161/431
WEBS 3-12=-297/700, 4-12=-842/247, 5-12=-625/1194, 5-11=-713/262, 6-11=-545/959,
6-10=-1171/754, 2-14=-372/850
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 4-6-6,Exterior(2) 4-6-6 to 23-4-4,
Interior(1) 23-4-4 to 24-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C for
members and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)15=298, 10=279.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T29
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:552018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-jcAXTJvW9mrVmElPv34LJbBh8osIPBoXtNBdhqzNQhA
Scale=1:46.0
0-2-50-2-5T1
T2
T1
B1
W3
W4 W5 W5 W4
W6 W7
W1
W2
W1
W8B21
2
3
4 5 6
7
8
9
15 14 13 12 11 10
16
17
18 19
20
21
5x6 5x6
3x43x8
4x4
3x4
3x8
3x5
3x4
3x4
6x6 1.5x4
4x4
7-3-15
7-3-15
16-2-1
8-10-1
20-10-8
4-8-7
21-0-0
0-1-8
23-6-0
2-6-0
-1-0-12
1-0-12
3-9-12
3-9-12
7-3-15
3-6-4
11-9-0
4-5-1
16-2-1
4-5-1
20-10-8
4-8-7
23-6-0
2-7-8
24-6-12
1-0-12
1-1-67-0-67-2-111-1-67-0-610.0012
PlateOffsets(X,Y)-- [4:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-0,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.39
0.56
0.52
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.23
-0.35
0.02
(loc)
12-14
12-14
11
l/defl
>999
>716
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 119 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W5: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)11=1038/0-3-0(min. 0-2-1), 15=816/0-6-0(min. 0-1-10)
Max Horz15=215(LC 15)Max Uplift11=-179(LC 13), 15=-226(LC 13)
MaxGrav11=1326(LC 39), 15=1043(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-4=-860/682, 4-18=-642/561, 5-18=-645/560, 5-19=-496/452, 6-19=-493/453,
6-20=-673/520, 7-20=-681/484, 7-21=-101/351, 8-21=-118/308, 2-15=-372/248BOT CHORD 14-15=-380/657, 13-14=-301/743, 12-13=-301/743
WEBS 4-14=-329/298, 5-12=-445/199, 7-12=-417/673, 7-11=-1222/693, 3-15=-833/425
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 7-3-15,Exterior(2) 7-3-15 to 20-4-15,
Interior(1) 20-4-15 to 24-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C
formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
11=179, 15=226.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T30
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:562018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Bpkvgfv8w4zMOOKcTmcarokk8CGW8fwh61wADGzNQh9
Scale=1:54.8
0-2-50-2-5T1
T2
T1
B1
W3 W4
W5
W6
W5
W7 W8W1
W2
W1
W9B21
2
3
4 5
6
7
8
15 14 13 12 11 10 9
16
17
18
19 20
21
22
23
6x6 5x6
3x6 3x4
3x5
4x4 3x4 3x8
3x5
3x4
4x6
1.5x4
4x6
5-2-8
5-2-8
10-1-9
4-11-0
13-4-7
3-2-14
20-10-8
7-6-1
21-0-0
0-1-8
23-6-0
2-6-0
-1-0-12
1-0-12
5-2-8
5-2-8
10-1-9
4-11-0
13-4-7
3-2-14
20-10-8
7-6-1
23-6-0
2-7-8
24-6-12
1-0-12
1-1-69-4-69-6-111-1-69-4-610.0012
PlateOffsets(X,Y)-- [2:0-2-12,0-1-8], [4:0-3-4,Edge], [5:0-3-4,Edge], [7:0-2-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.95
0.31
0.46
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.10
-0.16
0.01
(loc)
10-11
10-11
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 130 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W5,W6,W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-11, 5-11
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)15=792/0-6-0(min. 0-1-12), 10=1007/0-3-0(min. 0-2-4)
Max Horz15=275(LC 15)Max Uplift15=-138(LC 13), 10=-141(LC 17)
MaxGrav15=1126(LC 39), 10=1432(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-16=-1220/615, 16-17=-1134/625, 3-17=-960/650, 3-18=-914/550, 18-19=-872/551,
4-19=-738/583, 4-5=-531/485, 5-20=-687/521, 20-21=-721/491, 6-21=-944/489,2-15=-1076/570
BOT CHORD 14-15=-284/357, 13-14=-382/860, 12-13=-382/860, 11-12=-180/568
WEBS 3-12=-419/296, 4-12=-320/369, 6-11=-243/539, 6-10=-1356/590, 2-14=-287/679
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 10-1-9,Exterior(2) 10-1-9 to 13-4-7,
Interior(1) 17-7-6 to 24-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C for
members and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)15=138, 10=141.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T31
TrussType
Common
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:572018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-f?IIu?wmgN5C?Xvo1U7pO0H1CcZis?mqLhgjmizNQh8
Scale=1:65.8
T2 T2
B1
W3 W4
W5
W6 W7
W8
W1 W2 W1
W9
T1 T1
B212
3
4
5
6
7
8
9 10
16 15 14 13 12 11
17
18
19 20 21
22
3x4
4x4
3x4
3x6 3x4
3x5
4x4 3x8
4x4
1.5x4
4x6
1.5x4
3x6
3x8
6-0-4
6-0-4
11-9-0
5-8-12
20-9-0
9-0-0
21-0-0
0-3-0
23-6-0
2-6-0
-1-0-12
1-0-12
6-0-4
6-0-4
11-9-0
5-8-12
16-3-0
4-6-0
20-9-0
4-6-0
23-6-0
2-9-0
24-6-12
1-0-12
1-1-610-10-141-1-610.0012
PlateOffsets(X,Y)-- [2:0-2-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.42
0.50
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.21
-0.33
0.02
(loc)
12-13
12-13
12
l/defl
>999
>752
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 124 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W4,W5,W6,W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-13
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)16=771/0-6-0(min. 0-1-8), 12=995/0-6-0(min. 0-1-12)Max Horz16=-313(LC 14)
Max Uplift16=-119(LC 16), 12=-147(LC 17)
MaxGrav16=874(LC 2), 12=1127(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-17=-898/574, 3-17=-695/615, 3-4=-622/494, 4-18=-563/510, 18-19=-557/514,5-19=-556/533, 5-20=-567/530, 20-21=-571/511, 6-21=-578/507, 6-7=-599/498,
2-16=-816/533
BOT CHORD 15-16=-336/415, 14-15=-328/724, 13-14=-328/724, 12-13=-117/393
WEBS 3-13=-387/333, 5-13=-548/474, 7-12=-847/401, 8-12=-282/199, 2-15=-197/454
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 11-9-0,Exterior(2) 11-9-0 to 14-9-0
zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C formembers and forces &
MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
16=119, 12=147.8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T32
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:13:582018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-7Bsg5LxORhD3dhU_bBe2wDpBz0z7bYq_ZLPHI8zNQh7
Scale=1:69.6
0-2-5W1
T1
T2
T4
B1
W2
W3
W4
W5 W6
W7
W6 W5
W9
W8
B2
T3
1
2
3
4
5
6
13 12 11 10 9 8 7
14
15
16
17
18
19
3x5
1.5x4
5x12
5x8
4x4
3x5
3x4
1.5x4
3x4 3x8
3x5
3x4 1.5x4
1-5-4
1-5-4
6-5-6
5-0-2
11-5-8
5-0-2
16-5-10
5-0-2
20-6-11
4-1-0
1-5-4
1-5-4
6-5-6
5-0-2
11-5-8
5-0-2
16-5-10
5-0-2
20-6-11
4-1-0
2-4-610-10-143-3-152-4-610.0012
PlateOffsets(X,Y)-- [3:0-2-4,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.48
0.23
0.56
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.02
(loc)
10
9-10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 123 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T2: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W6,W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)13=730/Mechanical, 7=718/Mechanical
Max Horz13=315(LC 13)Max Uplift13=-92(LC 16), 7=-91(LC 16)
MaxGrav13=955(LC 38), 7=811(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-1028/148, 3-14=-717/191, 14-15=-598/209, 15-16=-590/213, 4-16=-580/227,
4-17=-596/221, 17-18=-597/203, 5-18=-631/198, 5-19=-529/137, 6-19=-615/118,6-7=-777/141
BOT CHORD 12-13=-207/707, 11-12=-204/712, 10-11=-204/712, 9-10=-129/768, 8-9=-87/428
WEBS 2-13=-1110/128, 3-9=-493/223, 4-9=-153/525, 6-8=-63/531
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 1-5-4,Interior(1) 1-5-4 to 11-5-8,Exterior(2) 11-5-8 to 14-5-8
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)Provide adequate drainage to preventwater ponding.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.7) Refer to girder(s) for truss to trussconnections.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 13, 7.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T33
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:002018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-4a_QW1zezITns?eNicgW0evW9pbD3PkG1fuOM1zNQh5
Scale=1:67.0
0-2-50-2-50-2-50-2-5T1
T2
T3 T3
T4
T5
B1
W3 W4 W5 W6
W7
W8 W9
W8 W7
W6 W5
W10
W3 W11
W12
W1
W2
W14
W13B2
1
2
3
4
5
6
7 8
9
10
21 20 19 18 17 16 15 14 13 12 11
22 23 24
25
26
27 28
29
30
31
4x6
6x6
5x12
5x6
5x12 6x6
3x5
5x8 4x64x63x5
3x5
3x6
3x8
3x5
3x4 5x6 5x6
4x6
3x5 2x4
4-4-04-4-0 8-8-64-4-5 12-3-113-7-5 15-11-03-7-5 19-6-63-7-5 23-1-113-7-5 25-1-112-0-0 26-11-61-9-11
27-2-0
0-2-10
29-8-02-6-0
4-4-0
4-4-0
8-8-6
4-4-5
12-3-11
3-7-5
15-11-0
3-7-5
19-6-6
3-7-5
23-1-11
3-7-5
25-1-11
2-0-0
26-11-6
1-9-11
29-8-0
2-8-10
1-3-54-8-510-10-141-1-64-8-610.0012
PlateOffsets(X,Y)-- [1:0-3-0,0-1-12], [2:0-3-4,Edge], [8:0-3-4,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.50
0.45
0.73
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.20
0.04
(loc)
18
18-19
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 211 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2
BOT CHORD2x6SPF No.2
WEBS 2x4SPFStud*Except*W8,W9: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-7-5 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-16
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)21=1408/0-6-0(min. 0-2-12), 12=1633/0-5-4(min. 0-3-6)Max Horz21=-285(LC 8)
Max Uplift21=-456(LC 12), 12=-526(LC 13)
MaxGrav21=1746(LC 40), 12=2159(LC 40)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-22=-1989/534, 2-22=-1767/550, 2-23=-2140/502, 23-24=-2141/501, 3-24=-2141/501,3-25=-1940/395, 4-25=-1817/411, 4-26=-1412/356, 26-27=-1301/366, 5-27=-1208/381,
5-28=-1266/395, 28-29=-1301/380, 6-29=-1411/370, 6-30=-1505/366, 7-30=-1580/350,
7-31=-1206/317, 8-31=-1205/317, 8-9=-817/296, 1-21=-1690/467
BOT CHORD 20-21=-310/357, 19-20=-607/1444, 18-19=-615/2120, 17-18=-388/1424, 16-17=-388/1424,
15-16=-251/1150, 14-15=-305/1166, 13-14=-227/614
WEBS 2-20=-175/315, 2-19=-142/984, 3-19=-597/159, 3-18=-1085/392, 4-18=-283/861,
4-16=-965/371, 5-16=-400/1303, 6-16=-358/251, 7-14=-1152/175, 8-14=-186/1342,
8-13=-822/143, 9-13=-377/1278, 9-12=-1866/474, 1-20=-310/1315
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;
Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to allexposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)Provide adequate drainage to preventwater ponding.6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
21=456, 12=526.8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 179 lb down and 165 lb up at
4-4-0, and 158 lb down and 138 lb up at 25-1-11 on top chord, and 471 lb down and 246 lb up at 4-4-0, and 499 lb down and 269 lbup at 25-0-15 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T33
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:012018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-YmYojNzGkcbeU9DZGJBlYsRhvDwSor_QGJexvTzNQh4
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)Vert: 1-2=-51, 2-3=-61, 3-5=-51, 5-7=-51, 7-8=-61, 8-10=-51, 11-21=-20
Concentrated Loads(lb)
Vert: 2=-21(B) 8=-18(B) 20=-458(B) 13=-401(B)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T34
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:022018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-0z5Bxj_vVwkV6Jolq1i_53_ledIvXGdZUzNURwzNQh3
Scale=1:66.0
0-2-50-2-50-2-50-2-5T1
T2
T3 T3
T4
T5
B1
W3 W4 W5 W6
W7
W6 W5 W8 W3
W9 W10
W1
W2 W12
W11B2
1
2
3
4
5
6
7
8
17 16 15 14 13 12 11 10 9
18
19
20
21 22 23 24
25
26
27
28 29
30
31
32
33
34
356x6
6x6
5x6
6x6
3x5
3x6 3x44x43x4
5x12
3x8
5x12
4x4 3x5
3x6
3x4 1.5x4
7-1-10
7-1-10
11-5-15
4-4-5
15-11-0
4-5-1
20-4-1
4-5-1
22-4-1
2-0-0
26-11-6
4-7-5
27-2-0
0-2-10
29-8-0
2-6-0
7-1-107-1-10 11-5-154-4-5 15-11-04-5-1 20-4-14-5-1 22-4-12-0-0 26-11-64-7-5 29-8-02-8-10
1-3-57-0-510-10-141-1-67-0-610.0012
PlateOffsets(X,Y)-- [2:0-3-4,Edge], [6:0-3-4,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.95
0.37
0.83
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.10
-0.17
0.03
(loc)
16-17
16-17
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 182 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T1: 2x4SPF 1650F 1.5E,T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W4,W6,W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-13
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)17=973/0-6-0(min. 0-2-2), 10=1171/0-5-4(min. 0-2-10)
Max Horz17=-289(LC 12)Max Uplift17=-155(LC 13), 10=-153(LC 17)
MaxGrav17=1342(LC 44), 10=1690(LC 44)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-18=-1507/748, 18-19=-1321/760, 19-20=-1284/763, 20-21=-1259/786, 2-21=-1073/790,
2-22=-1237/811, 22-23=-1237/810, 23-24=-1238/810, 3-24=-1238/810, 3-25=-1169/720,25-26=-1084/723, 26-27=-1080/724, 27-28=-998/740, 4-28=-945/744, 4-29=-945/732,
29-30=-1038/717, 30-31=-1080/711, 5-31=-1169/709, 5-32=-955/628, 6-32=-953/629,
6-33=-907/585, 33-34=-1035/562, 7-34=-1062/550, 1-17=-1274/621
BOT CHORD 16-17=-349/491, 15-16=-501/993, 14-15=-617/1231, 13-14=-617/1231, 12-13=-434/939,
11-12=-311/713
WEBS 2-15=-237/443, 3-15=-294/112, 3-13=-738/556, 4-13=-804/886, 5-12=-714/330,
6-12=-432/800, 6-11=-447/131, 7-11=-415/921, 7-10=-1576/715, 1-16=-321/706
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 7-1-10,Exterior(2) 7-1-10 to 10-1-10,
Interior(1) 11-5-15 to 22-4-1,Exterior(2) 22-4-1 to 25-4-1zone;cantileverleft and right exposed ; end verticalleft and right exposed;
porchright exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)Provide adequate drainage to preventwater ponding.6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
17=155, 10=153.8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T35
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:042018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-yLDxMO091X_DLcx8xSlSAU359R_Q?HAsyHsbWozNQh1
Scale=1:71.0
0-2-50-2-50-2-50-2-5T1
T2
T3 T3
T4
T5
B1
W3 W4
W5
W6
W7
W8
W9
W8
W7
W10
W5
W11 W12
W1
W2
W14
W13B2
1
2
3
4
5
6 7
8
9
18 17 16 15 14 13 12 11 10
19
20
21
22 23 2425 26
27
28
29
303x8
6x6
5x12
5x6
5x12
6x12MT18H
3x6
3x6
3x5
4x4 3x4 3x4
5x10
3x4 3x4
3x6
3x4 1.5x4
5-1-65-1-6 9-11-34-9-14 14-3-94-4-5 15-11-01-7-7 17-6-81-7-7 19-6-82-0-0 26-11-67-4-14 27-2-00-2-1029-8-02-6-0
5-1-6
5-1-6
9-11-3
4-9-14
14-3-9
4-4-5
15-11-0
1-7-7
17-6-8
1-7-7
19-6-8
2-0-0
26-11-6
7-4-14
29-8-0
2-8-10
1-3-59-4-510-10-141-1-69-4-610.0012
PlateOffsets(X,Y)-- [3:0-3-4,Edge], [7:0-9-4,Edge], [14:0-3-4,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.95
0.37
0.45
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.09
-0.16
0.03
(loc)
11-12
11-12
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 210 lb FT= 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*W3,W4,W12,W1,W2,W14,W13: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-15, 4-15, 4-14, 5-14, 6-14, 6-13, 7-12
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)18=970/0-6-0(min. 0-2-1), 11=1173/0-5-4(min. 0-2-9)
Max Horz18=-289(LC 12)Max Uplift18=-164(LC 13), 11=-153(LC 17)
MaxGrav18=1331(LC 44), 11=1628(LC 44)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-19=-1511/752, 19-20=-1393/764, 2-20=-1251/785, 2-21=-1277/748, 21-22=-1106/765,
3-22=-1015/781, 3-23=-893/677, 23-24=-893/677, 24-25=-893/677, 4-25=-893/677,4-5=-1014/760, 5-6=-953/705, 6-26=-809/611, 7-26=-808/612, 7-27=-943/655,
27-28=-968/629, 28-29=-1191/617, 8-29=-1218/598, 1-18=-1279/642
BOT CHORD 17-18=-302/332, 16-17=-534/1070, 15-16=-383/852, 14-15=-408/892, 13-14=-347/808,
12-13=-311/751
WEBS 2-16=-358/220, 3-16=-307/368, 4-14=-667/521, 5-14=-771/875, 6-13=-348/190,
7-13=-168/335, 8-12=-313/731, 8-11=-1543/678, 1-17=-452/971
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 9-11-3,Exterior(2) 9-11-3 to 12-11-3,
Interior(1) 14-3-9 to 19-6-8,Exterior(2) 19-6-8 to 22-6-8zone;cantileverleft and right exposed ; end verticalleft and right exposed;
porchright exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)Provide adequate drainage to preventwater ponding.
6)All plates areMT20 plates unless otherwiseindicated.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
18=164, 11=153.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T36
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:052018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-QYnJZk0nor64zmWKV9GhiicJ5qJPkkW?Axc92FzNQh0
Scale=1:72.8
0-2-50-2-5T2
T3
T4
B1
W3
W4
W5
W6
W5
W4
W3
W7 W8
W1
W2
W10
W9
T1
B2
1
2
3
4 5
6
7
8
16 15 14 13 12 11 10 9
17
18
19
20 21
22
23 24
3x8
4x6 4x6
3x4
2x4 3x4
3x4
4x4
3x4
3x8
3x4
3x4
3x5
3x4
4x4
1.5x4
6-3-106-3-10 12-8-136-5-2 16-8-144-0-1 23-2-16-5-2 26-11-63-9-5 27-2-00-2-10
28-8-0
1-6-0
6-3-10
6-3-10
12-8-13
6-5-2
16-8-14
4-0-1
23-2-1
6-5-2
26-11-6
3-9-5
28-8-0
1-8-10
1-3-511-8-611-10-101-11-611-8-610.0012
PlateOffsets(X,Y)-- [1:0-1-0,0-1-12], [2:0-1-8,0-1-8], [4:0-3-0,0-1-0], [5:0-3-0,0-1-8], [6:0-1-8,0-1-8], [8:0-1-8,0-1-8], [11:0-1-12,0-1-8], [13:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.74
0.38
0.44
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.13
0.03
(loc)
14-15
14-15
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 166 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W4,W5,W6: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-6-3 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:
6-0-0 oc bracing: 10-11.WEBS 1 Row at midpt 2-14, 4-12, 6-12
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)16=964/0-6-0(min. 0-2-1), 10=1085/0-5-4(min. 0-2-5)
Max Horz16=321(LC 13)
Max Uplift16=-117(LC 16), 10=-122(LC 17)MaxGrav16=1299(LC 38), 10=1486(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-17=-1541/184, 17-18=-1444/187, 2-18=-1298/211, 2-19=-1240/256, 3-19=-1067/272,
3-4=-1009/299, 4-20=-738/288, 20-21=-738/288, 5-21=-738/288, 5-22=-958/281,
6-22=-1177/249, 6-23=-863/166, 23-24=-1009/145, 7-24=-1032/144, 1-16=-1241/188
BOT CHORD 15-16=-321/380, 14-15=-172/1116, 13-14=-94/780, 12-13=-94/780, 11-12=-57/776
WEBS 2-14=-505/258, 4-14=-122/453, 5-12=-81/291, 6-11=-538/123, 7-11=-81/1021,
7-10=-1386/210, 1-15=-17/1016
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 12-8-13,Exterior(2) 12-8-13 to
16-8-14,Interior(1) 20-11-13 to 28-6-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers
and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)Provide adequate drainage to preventwater ponding.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
16=117, 10=122.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T37
TrussType
PiggybackBase
Qty
2
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:072018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Nwv4_Q21KSMoC4gjcaI9o7hgxe04CeKIeE5F67zNQh_
Scale=1:67.7
T2
T3
T4
B1
W3
W4
W5
W6
W5
W7
W8
W9 W10
W1
W2
W12
W11
T1 T1
B2
1
2
3
4 5
6
7
8
9
17 16 15 14 13 12 11 10
18
19
20
2122 23 24
25
26
3x8
4x8 4x4
3x5
3x4 3x4
3x4
4x4
3x4
3x8
3x4
3x4
3x5
3x4
4x4
1.5x4
3x4
6-3-116-3-11 12-3-45-11-9 17-2-84-11-4 22-6-115-4-4 26-11-64-4-11 27-2-00-2-1029-8-02-6-0
6-3-11
6-3-11
12-3-4
5-11-9
17-2-8
4-11-4
22-6-11
5-4-4
26-11-6
4-4-11
29-8-0
2-8-10
1-3-511-6-01-1-611-6-010.0012
PlateOffsets(X,Y)-- [1:0-1-0,0-1-12], [2:0-1-8,0-1-8], [4:0-6-0,0-1-12], [5:0-2-0,0-1-13], [7:0-1-8,0-1-8], [9:0-1-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.66
0.37
0.42
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.12
0.03
(loc)
15-16
15-16
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 168 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W4,W5,W6,W7: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-2-1 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:
6-0-0 oc bracing: 11-12.WEBS 1 Row at midpt 2-15, 4-13, 7-13
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)17=963/0-6-0(min. 0-2-0), 11=1167/0-5-4(min. 0-2-7)
Max Horz17=-306(LC 12)
Max Uplift17=-114(LC 16), 11=-134(LC 17)MaxGrav17=1285(LC 38), 11=1561(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-18=-1516/181, 2-18=-1259/209, 2-19=-1204/254, 19-20=-1096/262, 3-20=-1031/270,
3-4=-993/295, 4-21=-708/278, 21-22=-708/278, 22-23=-708/278, 23-24=-708/278,
5-24=-708/278, 5-6=-923/283, 6-25=-986/256, 7-25=-1109/246, 7-26=-1068/171,
8-26=-1082/137, 1-17=-1226/187
BOT CHORD 16-17=-305/377, 15-16=-168/1090, 14-15=-97/764, 13-14=-97/764, 12-13=0/753
WEBS 2-15=-509/254, 4-15=-118/466, 5-13=-82/308, 7-12=-452/109, 8-12=-71/960,
8-11=-1459/255, 1-16=-13/976
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 12-3-4,Exterior(2) 12-3-4 to 21-5-6,
Interior(1) 21-5-6 to 29-6-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)Provide adequate drainage to preventwater ponding.6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
17=114, 11=134.8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T38
TrussType
PiggybackBase
Qty
3
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:082018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-r6TSBm3f5mUfqEFvAHpOKKEpQ2NAx6EStuqpeZzNQgz
Scale=1:66.8
T1
T2
T3
B1
W3 W4 W3
W2
W5
W6 W7
W1
W2
W9
W8
T4
B2
1
2 3
4
5
6
7 8
15 14 13 12 11 10 9
16
17
18
19 20 21
22
23
24
4x6
6x8 4x4
3x4
2x4 3x4
3x4
3x8
3x4
3x4
3x4
3x4 1.5x4
3x4
6-1-4
6-1-4
11-0-8
4-11-4
17-0-1
5-11-9
20-9-6
3-9-5
21-0-0
0-2-10
23-6-0
2-6-0
6-1-46-1-4 11-0-84-11-4 17-0-15-11-9 20-9-63-9-5 23-6-02-8-10 24-6-121-0-12
6-5-011-6-01-1-611-6-010.0012
PlateOffsets(X,Y)-- [1:0-2-12,0-1-8], [2:0-4-8,0-1-8], [3:0-2-4,0-2-0], [5:0-1-8,0-1-8], [6:0-1-8,0-1-8], [7:0-1-4,0-1-8], [15:0-2-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.80
0.25
0.38
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.11
0.01
(loc)
14-15
14-15
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 145 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W3,W4,W2: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-10-14 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-14, 3-12, 5-12, 1-15
MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)15=739/0-6-0(min. 0-1-9), 10=1015/0-5-4(min. 0-2-1)Max Horz15=-394(LC 12)
Max Uplift15=-81(LC 17), 10=-144(LC 17)
MaxGrav15=996(LC 39), 10=1315(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-16=-660/181, 16-17=-552/185, 17-18=-475/195, 2-18=-471/218, 2-19=-486/234,19-20=-486/234, 20-21=-486/234, 3-21=-486/234, 3-22=-562/231, 4-22=-584/208,
4-5=-769/189, 5-23=-537/100, 6-23=-732/76, 1-15=-938/205
BOT CHORD 14-15=-275/347, 13-14=-115/432, 12-13=-115/432, 11-12=0/519
WEBS 5-11=-415/144, 6-11=-113/824, 6-10=-1201/247, 1-14=-103/483
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 6-1-4,Exterior(2) 6-1-4 to 15-3-6,
Interior(1) 15-3-6 to 24-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces
&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 15 except(jt=lb)
10=144.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T39
TrussType
FlatGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:092018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-JJ1qP64Is3cVRNq5k?KdtYm6YSg_gRVb5YaMA0zNQgy
Scale:3/8"=1'
W1
T1
W1
B1
W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2
T2
B2
1 2 3 4 5 6 7 8
16 15 14 13 12 11 10 9
17 18 19 20 21 22 23 24
25 26 27 28 29 30 31
2x4
5x6 3x4 5x6
2x43x10MT18H5x8
1.5x4 4x8
1.5x4 4x8
1.5x4 4x8
1.5x4 5x8
1.5x4
3-2-11
3-2-11
6-3-9
3-0-15
9-4-8
3-0-15
12-5-6
3-0-15
15-6-5
3-0-15
18-9-0
3-2-11
3-2-11
3-2-11
6-3-9
3-0-15
9-4-8
3-0-15
12-5-6
3-0-15
15-6-5
3-0-15
18-9-0
3-2-11
1-2-1PlateOffsets(X,Y)-- [1:0-3-0,0-1-12], [8:0-3-0,0-1-12], [9:0-1-12,0-1-0], [10:0-4-0,0-1-8], [15:0-4-0,0-1-8], [16:0-1-12,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.26
0.41
0.89
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.56
0.06
(loc)
12
12
9
l/defl
>972
>397
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 80 lb FT= 14%
GRIP
197/144
244/190
LUMBER-
TOP CHORD2x4SP 2400F 2.0EBOT CHORD2x4SP 2400F 2.0E
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-0-11 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 9-9-15 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)16=751/Mechanical, 9=751/0-6-0(min. 0-1-8)
Max Horz16=-34(LC 8)Max Uplift16=-156(LC 8), 9=-156(LC 9)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-16=-686/164, 1-17=-2128/446, 2-17=-2128/446, 2-18=-2128/446, 3-18=-2128/446,
3-19=-3835/793, 19-20=-3835/793, 4-20=-3835/793, 4-21=-3835/793, 5-21=-3835/793,
5-22=-2128/445, 6-22=-2128/445, 6-23=-2128/445, 7-23=-2128/445, 7-24=-2128/445,8-24=-2128/445, 8-9=-686/164
BOT CHORD 14-15=-724/3419, 13-14=-724/3419, 13-26=-724/3419, 26-27=-724/3419,
12-27=-724/3419, 12-28=-718/3419, 11-28=-718/3419, 11-29=-718/3419,
29-30=-718/3419, 10-30=-718/3419
WEBS 1-15=-427/2063, 3-15=-1343/282, 3-12=-90/433, 5-12=-92/433, 5-10=-1343/280,
8-10=-429/2063
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
3) Unbalancedsnowloads have been considered for this design.
4)Provide adequate drainage to preventwater ponding.5)All plates areMT20 plates unless otherwiseindicated.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7) Refer to girder(s) for truss to trussconnections.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
16=156, 9=156.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T39
TrussType
FlatGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:102018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-nVaCcS4wdNkM3XPIIissPlJHHr0DPullKCJwiSzNQgx
NOTES-
10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 21 lb down and 11 lb up at 1-0-4, 21 lb down and 12 lb up at 3-0-4,
21lb down and 12 lb up at 5-0-4, 21 lb down and 12 lb up at 7-0-4, 21 lb down and 12 lb up at 9-0-4, 21 lb down and 12 lb up at 11-0-4, 21 lb down and 12 lb up at
13-0-4, and 21 lb down and 12 lb up at 15-0-4, and 21 lb down and 12 lb up at 16-10-8 on top chord, and 6 lb down at 1-0-4, 5 lb down at 3-0-4, 5 lb down at 5-0-4, 5 lbdown at 7-0-4, 5 lb down at 9-0-4, 5 lb down at 11-0-4, 5 lb down at 13-0-4, and 5 lb down at 15-0-4, and 5 lb down at 16-10-8 on bottomchord.The design/selection
ofsuchconnection device(s)is the responsibility of others.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-8=-61, 9-16=-20
Concentrated Loads(lb)Vert: 14=-1(B) 15=-1(B) 25=-1(B) 26=-1(B) 27=-1(B) 28=-1(B) 29=-1(B) 30=-1(B) 31=-1(B)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T40
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:112018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Fh8aqn5YNhsDhh_UrQN5yzsSzFLK8PauZs3TEuzNQgw
Scale=1:32.3
W1
T1
W1
B1
B2
B3
B2
B4
W2 W3
W4 W5 W5 W7 W5 W6 W5 W4
W3 W8
T2
F1
F2
F1
F3
W6
1 2 3 4 5 6 7 8 9
17 16
15
14 13 12
11 10
20 21
2x4
3x6 3x4 3x6
2x45x8
1.5x4
5x6
1.5x4 6x6
1.5x4
5x81.5x4
5x6 4x4 4x4
4x4 4x8
1.5x4 4x4 5x6
1.5x4 1.5x4
2-9-0
2-9-0
4-9-0
2-0-0
7-5-0
2-8-0
10-1-0
2-8-0
12-9-0
2-8-0
14-9-0
2-0-0
18-9-0
4-0-0
2-9-0
2-9-0
4-9-0
2-0-0
7-5-0
2-8-0
10-1-0
2-8-0
12-9-0
2-8-0
14-9-0
2-0-0
18-9-0
4-0-0
2-0-11-0-06.0012
PlateOffsets(X,Y)-- [2:0-3-0,0-2-0], [8:0-3-0,0-2-0], [9:0-2-12,0-1-8], [11:0-5-8,0-2-8], [12:0-1-6,0-0-12], [12:0-3-0,Edge], [15:0-1-14,0-0-4], [15:0-3-0,0-3-4], [16:0-5-4,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.27
0.48
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.28
-0.66
0.24
(loc)
13-14
13-14
10
l/defl
>796
>331
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 98 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SP 2400F 2.0EBOT CHORD2x4SP 2400F 2.0E*Except*
F1: 2x4SPFStud
WEBS 2x4SPFStud*Except*W1,F3: 2x6SPF No.2, W4: 2x6SP 2400F 2.0E
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-8-1 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 8-5-11 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)17=739/Mechanical, 10=739/0-6-0(min. 0-1-8)
Max Horz17=-65(LC 12)Max Uplift17=-157(LC 12), 10=-157(LC 13)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-17=-703/169, 1-2=-947/215, 2-20=-3399/766, 3-20=-3399/766, 3-4=-4297/943,
4-5=-4476/970, 5-6=-4476/970, 6-7=-3908/840, 7-8=-3908/840, 8-21=-1316/292,
9-21=-1316/292, 9-10=-691/178BOT CHORD 15-16=-250/964, 14-15=-816/3474, 13-14=-971/4297, 12-13=-885/3958, 11-12=-313/1363
WEBS 1-16=-238/1097, 2-16=-996/264, 2-15=-604/2673, 3-15=-375/118, 6-13=-117/538,
6-12=-251/86, 8-12=-624/2830, 8-11=-1112/298, 9-11=-304/1381, 3-14=-178/856
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-12 to 3-2-12,Interior(1) 3-2-12 to 18-6-4zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
3)Provide adequate drainage to preventwater ponding.
4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
5) Refer to girder(s) for truss to trussconnections.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)17=157, 10=157.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T41
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:112018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Fh8aqn5YNhsDhh_UrQN5yzsPAFJR8KguZs3TEuzNQgw
Scale:3/8"=1'
W1
T1
W1
B1
B2 B3 B2
B4
W3
W2 W4 W5 W4
W7
W6
T2
1 2 3 4 5 6
13 12
11 10 9
8 7
14
4x4
5x6 3x6 5x6
4x42x4
4x4 4x4
3x4
6x10 4x8
1.5x4
6x12
4-9-0
4-9-0
8-9-0
4-0-0
12-9-0
4-0-0
18-9-0
6-0-0
4-9-0
4-9-0
8-9-0
4-0-0
12-9-0
4-0-0
18-9-0
6-0-0
2-10-11-0-0PlateOffsets(X,Y)-- [1:0-3-0,0-2-0], [6:0-3-0,0-1-12], [9:0-6-12,0-4-4], [11:0-6-8,0-4-0], [13:0-1-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.51
0.60
0.91
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.16
-0.37
0.17
(loc)
9-10
9-10
7
l/defl
>999
>593
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 86 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStud
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-4-5 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 8-0-13 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)13=746/Mechanical, 7=746/0-6-0(min. 0-1-8)
Max Horz13=-97(LC 12)Max Uplift13=-162(LC 12), 7=-162(LC 13)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-13=-678/190, 1-14=-1800/455, 2-14=-1800/455, 2-3=-2256/499, 3-4=-2256/499,
4-5=-2103/496, 5-6=-2103/496, 6-7=-665/197
BOT CHORD 2-11=-408/168, 10-11=-512/1897, 9-10=-539/2192, 4-9=-343/157WEBS1-11=-442/1851, 2-10=-91/386, 6-9=-523/2113
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 18-7-4zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
3)Provide adequate drainage to preventwater ponding.
4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
5) Refer to girder(s) for truss to trussconnections.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
13=162, 7=162.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T42
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:122018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-juiz176A8__4IrZgP7uKVAOYJfehtsg1nWo0nLzNQgv
Scale:3/8"=1'
W1
T1
W1
B1
B2
B3
B2
B4
W3
W2 W4
W6
W5
T2
1 2 3 4 5
11 10
9 8
7 6
12
4x4
3x5 3x4 4x4
4x41.5x4
4x4 3x4
3x4
6x10 6x10
4-9-0
4-9-0
12-9-0
8-0-0
18-9-0
6-0-0
4-9-0
4-9-0
12-9-0
8-0-0
18-9-0
6-0-0
3-8-11-0-0PlateOffsets(X,Y)-- [1:0-2-0,0-1-8], [8:0-3-4,0-2-12], [9:0-7-4,0-4-0], [11:0-1-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.61
0.66
0.60
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.47
0.08
(loc)
8-9
8-9
6
l/defl
>999
>473
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 89 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStud
WEBS 2x4SPFStud*Except*W4: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-0-10 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)11=746/Mechanical, 6=746/0-6-0(min. 0-1-8)
Max Horz11=-129(LC 12)Max Uplift11=-167(LC 12), 6=-167(LC 13)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-11=-693/186, 1-12=-1216/320, 2-12=-1216/320, 2-3=-1397/316, 3-4=-1323/302,
4-5=-1323/302, 5-6=-682/199
BOT CHORD 2-9=-448/226, 8-9=-401/1314, 3-8=-461/223WEBS1-9=-317/1342, 5-8=-355/1406
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 18-7-4zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
3)Provide adequate drainage to preventwater ponding.
4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
5) Refer to girder(s) for truss to trussconnections.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
11=167, 6=167.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T43
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:132018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-B4GLFT7ovI6xw?7tzrPZ1OxjC3?qcLpB0AYaJnzNQgu
Scale=1:32.5
W1
T1
W1
B1
B2
B3
B2
B4
W3
W2 W4
W6
W5
T2
1 2 3 4 5
11 10
9 8
7 6
12
4x4
3x4 3x4 3x4
4x41.5x4
3x4 3x4
3x4
6x10 5x12
4-9-0
4-9-0
12-9-0
8-0-0
18-9-0
6-0-0
4-9-0
4-9-0
12-9-0
8-0-0
18-9-0
6-0-0
4-6-11-0-0PlateOffsets(X,Y)-- [1:0-1-12,0-1-8], [2:0-1-12,0-1-8], [5:0-1-12,0-1-8], [8:0-4-4,0-2-0], [9:0-7-4,0-4-0], [11:0-1-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.61
0.61
0.48
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.42
0.05
(loc)
8-9
8-9
6
l/defl
>999
>521
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 94 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStud
WEBS 2x4SPFStud*Except*W4: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-9-15 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)11=746/Mechanical, 6=746/0-6-0(min. 0-1-8)
Max Horz11=-161(LC 12)Max Uplift11=-173(LC 12), 6=-173(LC 13)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-11=-698/187, 1-12=-899/254, 2-12=-899/254, 2-3=-1036/234, 3-4=-995/226,
4-5=-995/226, 5-6=-686/206
BOT CHORD 2-9=-462/238, 8-9=-339/955, 3-8=-466/226WEBS1-9=-252/1078, 5-8=-298/1123
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 18-7-4zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
3)Provide adequate drainage to preventwater ponding.
4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
5) Refer to girder(s) for truss to trussconnections.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
11=173, 6=173.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T44
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:142018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-gGqjSp7QgcEoY9i3XYwoabUu0TLZLp8KFqH7rDzNQgt
Scale=1:34.3
W1
T1
W1
B1
B2
B3
B2
B4
W3
W2 W4
W6
W5
T2
1 2 3 4 5
11 10
9 8
7 6
12
4x4
3x4 3x4 3x4
4x41.5x4
3x4 3x4
3x4
6x10 5x12
4-9-0
4-9-0
12-9-0
8-0-0
18-9-0
6-0-0
4-9-0
4-9-0
12-9-0
8-0-0
18-9-0
6-0-0
5-4-11-0-0PlateOffsets(X,Y)-- [2:0-1-12,0-1-8], [8:0-4-4,0-2-0], [9:0-7-4,0-4-0], [11:0-1-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.60
0.57
0.41
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.41
0.04
(loc)
8-9
8-9
6
l/defl
>999
>544
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 99 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStud
WEBS 2x4SPFStud*Except*W4: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-5-9 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)11=746/Mechanical, 6=746/0-6-0(min. 0-1-8)
Max Horz11=-193(LC 12)Max Uplift11=-181(LC 12), 6=-181(LC 13)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-11=-701/186, 1-12=-713/216, 2-12=-713/216, 2-3=-824/186, 3-4=-797/181,
4-5=-797/181, 5-6=-689/214
BOT CHORD 2-9=-470/250, 8-9=-318/749, 3-8=-469/229WEBS9-11=-205/254, 1-9=-215/936, 5-8=-271/961
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 18-7-4zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
3)Provide adequate drainage to preventwater ponding.
4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
5) Refer to girder(s) for truss to trussconnections.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
11=181, 6=181.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T45
TrussType
FlatGirder
Qty
1
Ply
2
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:152018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-8TO5f982RvMf9IHF4GR16p02msif47VUUU1gNfzNQgs
Scale=1:38.1
W1
T1
W1
B1
W2 W3 W4 W3 W4 W3 W2
T2
B2
1 2 3 4 5 6
12 11 10 9 8 713141516171819
3x8
8x8 4x6 8x8
3x86x12MT18H12x12
2x4
4x10
4x8 2x4
12x12
4-9-2
4-9-2
9-4-8
4-7-6
13-11-14
4-7-6
18-9-0
4-9-2
4-9-2
4-9-2
9-4-8
4-7-6
13-11-14
4-7-6
18-9-0
4-9-2
6-0-10PlateOffsets(X,Y)-- [1:0-3-12,0-3-0], [3:0-4-0,0-1-8], [6:0-3-12,0-3-0], [7:Edge,0-5-8], [8:0-6-0,0-6-4], [9:0-6-4,0-2-0], [11:0-6-0,0-6-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.60
0.45
0.98
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.20
0.02
(loc)
9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 312 lb FT= 14%
GRIP
197/144
244/190
LUMBER-
TOP CHORD2x6SPF No.2BOT CHORD2x8SP 2400F 2.0E
WEBS 2x4SPFStud*Except*
W1: 2x6SPF No.2, W2: 2x4SPF 1650F 1.5E
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)12=8553/Mechanical, 7=8015/0-6-0(min. 0-3-5)
Max Horz12=-211(LC 8)Max Uplift12=-1151(LC 8), 7=-999(LC 9)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-12=-6770/891, 1-2=-5503/707, 2-3=-5503/707, 3-4=-5480/690, 4-5=-5480/690,
5-6=-5480/690, 6-7=-6744/873
BOT CHORD 10-11=-954/7122, 10-15=-954/7122, 9-15=-954/7122, 9-16=-954/7122, 16-17=-954/7122,
8-17=-954/7122
WEBS 1-11=-1075/8516, 3-11=-2525/327, 3-9=-319/3581, 3-8=-2561/351, 6-8=-1053/8484
NOTES-
1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows:
Topchordsconnected as follows: 2x6- 2 rowsstaggered at 0-9-0 oc.
Bottomchordsconnected as follows: 2x8- 2 rowsstaggered at 0-4-0 oc.
Websconnected as follows: 2x4- 1 row at 0-9-0 oc.
2)Allloads areconsidered equally applied to all plies, exceptif noted as front(F) or back(B) facein the LOAD CASE(S)section.Ply to
plyconnections have been provided to distribute onlyloads noted as(F) or(B), unless otherwiseindicated.
3)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate
grip DOL=1.604)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.5) Unbalancedsnowloads have been considered for this design.
6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
9) Refer to girder(s) for truss to trussconnections.
10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)12=1151, 7=999.
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T45
TrussType
FlatGirder
Qty
1
Ply
2
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:152018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-8TO5f982RvMf9IHF4GR16p02msif47VUUU1gNfzNQgs
NOTES-
12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 1612 lb down and 257 lb up at 1-0-4, 1583 lb down and 232 lb up at
3-0-4, 1679 lb down and 202 lb up at 5-0-4, 1803 lb down and 174 lb up at 7-0-4, 1688 lb down and 197 lb up at 9-0-4, 1688 lb down and 197 lb up at 11-0-4, 1688 lb
down and 197 lb up at 13-0-4, and 1688 lb down and 197 lb up at 15-0-4, and 1688 lb down and 197 lb up at 17-0-4 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-6=-61, 7-12=-20
Concentrated Loads(lb)
Vert: 10=-1803(F) 11=-1679(F) 13=-1612(F) 14=-1554(F) 15=-1688(F) 16=-1688(F) 17=-1688(F) 18=-1688(F) 19=-1688(F)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T46
TrussType
Roof SpecialGirder
Qty
1
Ply
2
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:172018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-4rVr4rAJzXcNPcReCgUVCE6TwgOLY2enxoWnSYzNQgq
Scale=1:52.4
0-1-10W1
T1
T2
T3
B1
B2
B3
W2
W4
W3
W5 W6 W7 W8 W9W10W11
W12 W13
W14 W15 T4
B4
1 2 3
4
5
6
7
8
9
10 11
21 20
19 18 17 16 15
14
13 12
24
25
26 27 28 29
8x12MT18H
2x4 8x10
6x12
5x6
5x6
3x6 8x12MT18H8x10
8x8
3x4
3x6
6x16MT18H
10x20MT18H
2x4
5x6
10x10
3x4
3x10
5x12MT18H
1-10-0
1-10-0
3-11-0
2-1-0
6-0-0
2-1-0
7-11-3
1-11-3
9-7-8
1-8-5
13-11-15
4-4-7
18-4-6
4-4-7
23-4-0
4-11-10
1-10-0
1-10-0
3-11-0
2-1-0
6-0-0
2-1-0
7-11-3
1-11-3
9-7-8
1-8-5
13-11-15
4-4-7
18-4-6
4-4-7
23-4-0
4-11-10
24-2-12
0-10-12
4-0-04-11-56-11-50-6-52-0-06-0-05.0012
PlateOffsets(X,Y)-- [2:0-2-12,0-1-12], [4:0-4-8,0-4-0], [5:0-3-12,0-2-4], [13:0-3-8,0-7-8], [20:0-5-8,0-6-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.30
0.50
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.35
0.06
(loc)
13-15
13-15
10
l/defl
>999
>777
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 467 lb FT= 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x6SP 2400F 2.0EBOT CHORD2x10SP 2400F 2.0E*Except*
B1: 2x8SP 2400F 2.0E,B2: 2x4SP 2400F 2.0E
WEBS 2x4SPFStud*Except*W4,W10: 2x4SPF No.2, W6: 2x6SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-3-2 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)21=7134/0-6-0(min. 0-2-15), 10=7492/0-6-0(min. 0-3-2)Max Horz21=-211(LC 8)
Max Uplift21=-1117(LC 8), 10=-1426(LC 13)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-21=-380/61, 2-24=-3757/604, 3-24=-3757/604, 3-4=-4877/864, 4-5=-9613/1653,
5-6=-11536/1988, 6-25=-11765/1984, 7-25=-11851/1983, 7-8=-14931/2647,
8-9=-14957/2633, 9-10=-16152/2969
BOT CHORD 20-21=-409/3570, 19-20=-51/285, 2-20=-1082/7133, 18-19=-49/359, 17-18=-1059/7475,
16-17=-1056/7458, 15-16=-1262/8854, 14-15=-2310/13813, 14-26=-2310/13813,
13-26=-2310/13813, 13-27=-2663/14859, 27-28=-2663/14859, 12-28=-2663/14859,
12-29=-2663/14859, 10-29=-2663/14859
WEBS 2-21=-7579/1174, 18-20=-911/6753, 3-20=-2163/502, 3-18=-311/1278, 4-18=-7280/1191,
4-17=-665/123, 4-16=-679/4222, 5-15=-1327/7676, 6-15=-124/678, 7-15=-3941/935,
7-13=-689/3300, 9-13=-1210/387, 9-12=-205/940
NOTES-
1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows:
Topchordsconnected as follows: 2x4- 1 row at 0-9-0 oc, 2x6- 2 rowsstaggered at 0-9-0 oc.
Bottomchordsconnected as follows: 2x8- 2 rowsstaggered at 0-9-0 oc, 2x4- 1 row at 0-9-0 oc, 2x10- 3 rowsstaggered at 0-2-0oc.
Websconnected as follows: 2x4- 1 row at 0-9-0 oc, 2x6- 2 rowsstaggered at 0-9-0 oc.
2)Allloads areconsidered equally applied to all plies, exceptif noted as front(F) or back(B) facein the LOAD CASE(S)section.Ply toplyconnections have been provided to distribute onlyloads noted as(F) or(B), unless otherwiseindicated.
3) Unbalancedroofliveloads have been considered for this design.
4)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
6) Unbalancedsnowloads have been considered for this design.
7)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
8)Provide adequate drainage to preventwater ponding.Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T46
TrussType
Roof SpecialGirder
Qty
1
Ply
2
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:172018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-4rVr4rAJzXcNPcReCgUVCE6TwgOLY2enxoWnSYzNQgq
NOTES-
9)All plates areMT20 plates unless otherwiseindicated.
10)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
11)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 21=1117, 10=1426.12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
13) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 8532 lb down and 1171 lb up at 9-7-8, 726 lb down and 201 lb up at
11-4-12, 726 lb down and 193 lb up at 13-4-12, 726 lb down and 187 lb up at 15-4-12, 726 lb down and 182 lb up at 17-4-12, and 719 lb down and 177 lb up at 19-4-12,
and 731 lb down and 179 lb up at 21-4-12 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-4=-61, 4-5=-51, 5-11=-51, 20-21=-20, 10-19=-20Concentrated Loads(lb)
Vert: 14=-726(B) 15=-8532(B) 23=-731(B) 26=-726(B) 27=-726(B) 28=-726(B) 29=-719(B)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T47
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:182018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Y23EIBAxkqlE0m0qmO?kkReZm4jXHe5wASFL__zNQgp
Scale=1:48.8
0-1-10W1
T1
T2
T3
B1
B3
B2
W2
W4
W3
W5 W6 W7
W8
W9
T4
B4
HW2
1 2
3
4
5
6
78
16
15
14 13 12
11
10 9
2021
22 23 24
25
3x4
1.5x4 6x8
4x4
3x4
3x4
1.5x4 3x43x4
4x8
3x8
3x4
1.5x4
4x6
1-10-0
1-10-0
5-4-0
3-6-0
7-11-3
2-7-4
15-6-7
7-7-4
23-4-0
7-9-9
1-10-0
1-10-0
5-4-0
3-6-0
7-11-3
2-7-4
15-6-7
7-7-4
23-4-0
7-9-9
24-2-12
0-10-12
3-8-114-11-56-11-50-6-52-0-05-8-115.0012
PlateOffsets(X,Y)-- [3:0-2-12,0-2-0], [7:0-0-0,0-1-0], [15:0-5-8,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.62
0.57
0.35
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.24
0.03
(loc)
9-10
9-10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 114 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B3: 2x4SPFStud
WEBS 2x4SPFStud*Except*W8: 2x4SPF No.2
WEDGE
Right: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-1-5 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.Except:
10-0-0 oc bracing: 13-15WEBS1 Row at midpt 6-10
JOINTS 1Brace at Jt(s): 15
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)16=894/0-6-0(min. 0-1-8), 7=874/0-6-0(min. 0-1-9)
Max Horz16=-202(LC 12)Max Uplift16=-94(LC 12), 7=-187(LC 17)
MaxGrav16=955(LC 2), 7=984(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-20=-490/117, 20-21=-489/117, 3-21=-488/118, 3-22=-839/218, 4-22=-782/224,
4-23=-787/211, 23-24=-809/197, 5-24=-817/196, 5-6=-915/179, 6-25=-1553/310,
7-25=-1711/284
BOT CHORD 15-16=0/482, 2-15=-37/693, 11-12=-5/686, 10-11=-5/686, 9-10=-193/1503,
7-9=-193/1503
WEBS 2-16=-1006/152, 12-15=-8/785, 3-15=-296/168, 3-12=-379/18, 4-10=-38/385,
6-10=-832/269, 6-9=0/317
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 7-11-3,Exterior(2) 7-11-3 to 10-11-3zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 16 except(jt=lb)
7=187.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T48
TrussType
Roof Special
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:202018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-UQB_jsCBGS?yG4ADtp1Cpskv9tP1lWdDdmkR3tzNQgn
Scale=1:48.5
0-1-10W1
T1
T2 T3
B1 B3
B2
W2
W4
W3
W5 W6
W7
W8
W9
T4
B4
HW2
1 2
3
4
5
6
78
16
15
14 13 12 11
10
9
20
21 22
23
3x4
1.5x4 6x8
4x6
3x43x4
1.5x4 3x44x4
5x8
3x8
3x4
1.5x4
4x6
1-10-0
1-10-0
3-4-0
1-6-0
7-11-3
4-7-4
15-6-7
7-7-4
23-4-0
7-9-9
1-10-0
1-10-0
3-4-0
1-6-0
7-11-3
4-7-4
15-6-7
7-7-4
23-4-0
7-9-9
24-2-12
0-10-12
2-10-114-11-56-11-50-6-52-0-04-10-115.0012
PlateOffsets(X,Y)-- [3:0-2-12,0-2-0], [7:0-0-0,0-1-0], [15:0-5-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.62
0.57
0.41
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.24
0.04
(loc)
9-11
9-11
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 107 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B3: 2x4SPFStud
WEBS 2x4SPFStud*Except*W8: 2x4SPF No.2
WEDGE
Right: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-1-6 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.Except:
10-0-0 oc bracing: 13-15WEBS1 Row at midpt 6-11
JOINTS 1Brace at Jt(s): 15
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)16=878/0-6-0(min. 0-1-8), 7=871/0-6-0(min. 0-1-9)
Max Horz16=-176(LC 17)Max Uplift16=-85(LC 16), 7=-187(LC 17)
MaxGrav16=955(LC 2), 7=984(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-627/110, 3-20=-869/208, 4-20=-822/223, 4-21=-787/211, 21-22=-809/197,
5-22=-818/196, 5-6=-916/180, 6-23=-1553/311, 7-23=-1711/285
BOT CHORD 15-16=0/629, 2-15=-76/793, 11-12=-6/565, 10-11=-194/1503, 9-10=-194/1503,
7-9=-194/1503
WEBS 2-16=-1068/140, 12-15=-7/965, 3-12=-754/30, 3-11=-12/297, 4-11=-23/368,
6-11=-834/271, 6-9=0/317
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-4-0,Interior(1) 3-4-0 to 7-11-3,Exterior(2) 7-11-3 to 10-11-3
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 16 except(jt=lb)
7=187.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T49
TrussType
Roof Special
Qty
3
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:212018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-ydlMwCDp1l7ouDlPRWYRM3G60HhvUrjMsQU?bJzNQgm
Scale=1:45.6
T1
T2
B1 B2
B3
W1 W2
W3
W4
W6
W5
W7
T3HW1
HW1
1
2
3
4
5
6
7 8
13 12 11
10 9
20
21 22
23
4x6
4x4
3x4
3x5
1.5x4 4x6
3x4
1.5x4 3x8
3x8
4x10
3x4
5-11-13
5-11-13
10-7-3
4-7-6
15-6-0
4-10-13
19-5-13
3-11-13
26-0-0
6-6-3
5-11-13
5-11-13
10-7-3
4-7-6
15-6-0
4-10-13
19-5-13
3-11-13
26-0-0
6-6-3
26-10-12
0-10-12
0-6-54-11-56-11-50-6-52-0-05.0012
PlateOffsets(X,Y)-- [5:0-1-12,0-1-8], [7:Edge,0-1-0], [9:0-3-4,0-1-8], [11:0-6-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.49
0.72
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.42
0.16
(loc)
11
11-12
7
l/defl
>999
>752
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 101 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStud
WEBS 2x4SPFStudWEDGE
Left: 2x4SPFStud, Right: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-3-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=920/0-6-0(min. 0-1-10), 7=967/0-6-0(min. 0-1-11)
Max Horz1=-173(LC 17)
Max Uplift1=-129(LC 16), 7=-197(LC 17)MaxGrav1=1039(LC 2), 7=1095(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-20=-2023/282, 2-20=-1948/296, 2-21=-1610/255, 3-21=-1555/275, 3-22=-1555/260,
4-22=-1565/246, 4-5=-1614/243, 5-6=-2931/410, 6-23=-1914/336, 7-23=-1995/309
BOT CHORD 1-13=-179/1798, 12-13=-179/1798, 11-12=-236/2702, 5-11=-82/894, 7-9=-225/1767
WEBS 2-12=-467/173, 3-12=-85/915, 5-12=-1416/297, 9-11=-245/1957, 6-11=-47/912,
6-9=-862/181
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 10-7-3,Exterior(2) 10-7-3 to 13-7-3zone;
cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown;
Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)1=129, 7=197.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T49A
TrussType
ROOF SPECIAL
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:222018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-RpJk7YERo3FfVNJb?E3gvHpHnh18DI_W54DY7lzNQgl
Scale=1:46.6
T1
T2
B1 B2
B3
W1 W2
W3
W4
W6
W5
W7
T3HW1
HW1
1 2
3
4
5
6
7
89
14 13 12
11 10
21
22
23
24
4x4
3x4
4x6
3x5
1.5x4
4x6
3x4
1.5x4 3x8
3x8
4x10
3x4
5-11-13
5-11-13
10-7-3
4-7-6
15-6-0
4-10-13
19-5-13
3-11-13
26-0-0
6-6-3
-0-10-12
0-10-12
5-11-13
5-11-13
10-7-3
4-7-6
15-6-0
4-10-13
19-5-13
3-11-13
26-0-0
6-6-3
26-10-12
0-10-12
0-6-54-11-56-11-50-6-520-05.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-1-0], [6:0-1-12,0-1-8], [8:0-0-0,0-1-0], [10:0-3-4,0-1-8], [12:0-6-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.49
0.72
0.93
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.42
0.16
(loc)
12
12-13
8
l/defl
>999
>751
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 102 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStud
WEBS 2x4SPFStudWEDGE
Left: 2x4SPFStud, Right: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-3-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=966/0-6-0(min. 0-1-11), 8=966/0-6-0(min. 0-1-11)
Max Horz2=-166(LC 17)
Max Uplift2=-150(LC 16), 8=-197(LC 17)MaxGrav2=1094(LC 2), 8=1094(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-21=-2014/255, 3-21=-1938/279, 3-22=-1607/251, 4-22=-1552/270, 4-23=-1552/258,
5-23=-1568/243, 5-6=-1611/242, 6-7=-2927/410, 7-24=-1912/335, 8-24=-1993/309
BOT CHORD 2-14=-175/1789, 13-14=-175/1789, 12-13=-233/2698, 6-12=-82/893, 8-10=-225/1765
WEBS 3-13=-460/171, 4-13=-79/912, 6-13=-1415/297, 10-12=-244/1955, 7-12=-45/910,
7-10=-861/180
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 10-7-3,Exterior(2) 10-7-3 to 13-7-3
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)2=150, 8=197.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T50
TrussType
HIP
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:232018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-v?t7LuE4ZNNW7XuoYxbvRULQ65L?ypwfJkz6fCzNQgk
Scale=1:47.2
0-1-100-1-10T1
T2
T3
B1 B2
B3
W1
W2 W3 W2 W4
W6
W5
W7 W8 T4
HW1
HW1
1 2
3
4 5
6
7
8
9
10
11
16 15 14
13 12
23 24
25
26
27
28 29
30 31
4x4 6x8
3x5
5x6
1.5x4
1.5x4
5x6
3x8
1.5x4
1.5x4 6x10
3x4
5x12
1.5x4
9-4-0
9-4-0
11-10-7
2-6-7
15-6-0
3-7-9
18-11-4
3-5-3
26-0-0
7-0-12
-0-10-12
0-10-12
4-9-3
4-9-3
9-4-0
4-6-13
11-10-7
2-6-7
15-6-0
3-7-9
18-11-4
3-5-3
22-4-7
3-5-3
26-0-0
3-7-9
26-10-12
0-10-12
0-6-54-3-66-5-00-6-52-0-05.0012
PlateOffsets(X,Y)-- [5:0-2-8,0-1-4], [10:0-0-0,0-1-12], [14:0-2-12,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.58
0.87
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.22
-0.44
0.16
(loc)
13
14-15
10
l/defl
>999
>704
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 111 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStud
WEBS 2x4SPFStud*Except*W6: 2x4SPF No.2
WEDGE
Left: 2x4SPFStud, Right: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-9-7 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=981/0-6-0(min. 0-2-2), 10=976/0-6-0(min. 0-2-1)
Max Horz2=-156(LC 17)Max Uplift2=-138(LC 16), 10=-189(LC 17)
MaxGrav2=1348(LC 39), 10=1303(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-23=-2488/361, 23-24=-2403/368, 3-24=-2360/379, 3-25=-2066/281, 25-26=-2017/286,
4-26=-1989/300, 4-5=-1827/306, 5-27=-3306/521, 6-27=-3380/513, 6-28=-3286/456,
28-29=-3309/454, 7-29=-3377/442, 7-8=-2264/306, 8-9=-2301/296, 9-30=-2452/361,
30-31=-2510/351, 10-31=-2531/348
BOT CHORD 2-16=-223/2218, 15-16=-131/1971, 14-15=-131/1974, 10-12=-274/2263
WEBS 3-16=-411/195, 4-16=-23/500, 5-16=-292/118, 5-14=-259/1624, 12-14=-216/2379,
7-14=-96/1026, 7-12=-1095/166
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 9-4-0,Exterior(2) 9-4-0 to 11-10-7,Interior(1) 16-1-5 to 26-10-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and
forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
2=138, 10=189.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T51
TrussType
Hip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:242018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-NBRVYEFiKgVNlhT_6f68_iuWPVjNhCloYOifCezNQgj
Scale=1:47.2
0-1-100-1-10T1
T2
T3
B1 B2
B3
W1 W2 W1 W3
W5
W4
W6
HW1
HW1
1 2
3 4
5
6
78
13 12 11
10 9
20 21
22 23 24 25
26
27
28
6x6
5x6
2x4
2x4
4x6
1.5x4 3x4
5x12
4x8
6x10
3x4
7-4-0
7-4-0
13-10-7
6-6-7
15-6-0
1-7-9
20-7-13
5-1-13
26-0-0
5-4-3
-0-10-12
0-10-12
7-4-0
7-4-0
13-10-7
6-6-7
15-6-0
1-7-9
20-7-13
5-1-13
26-0-0
5-4-3
26-10-12
0-10-12
0-6-53-5-65-7-00-6-52-0-05.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-1-8], [4:0-6-0,0-1-5], [7:0-0-0,0-0-12], [9:0-3-8,0-2-0], [11:0-2-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.93
0.74
0.92
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.38
0.15
(loc)
11
10
7
l/defl
>999
>811
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 102 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*T2: 2x4SPF 1650F 1.5E
BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStudWEBS2x4SPFStud*Except*
W2: 2x4SPF No.2
WEDGELeft: 2x4SPFStud, Right: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=1005/0-6-0(min. 0-1-15), 7=993/0-6-0(min. 0-2-0)Max Horz2=-141(LC 17)
Max Uplift2=-133(LC 12), 7=-174(LC 17)
MaxGrav2=1218(LC 39), 7=1284(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-20=-2072/314, 20-21=-1981/324, 3-21=-1947/343, 3-22=-2203/429, 22-23=-2203/429,
23-24=-2203/429, 24-25=-2203/429, 4-25=-2203/429, 4-5=-2928/540, 5-26=-2947/507,
26-27=-2947/496, 6-27=-3029/487, 6-28=-2236/346, 7-28=-2329/324
BOT CHORD 2-13=-165/1803, 12-13=-168/1796, 11-12=-232/2202, 7-9=-261/2064
WEBS 3-13=0/279, 3-12=-108/566, 4-11=-206/1039, 9-11=-279/2132, 6-11=-79/713,
6-9=-737/178
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 7-4-0,Exterior(2) 7-4-0 to 18-1-5,Interior(1) 18-1-5 to 26-10-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and
forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
2=133, 7=174.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T52
TrussType
HipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:262018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-JaYFzwHyrIl5_?dNE38c37z18IUh97B5?iBmGXzNQgh
Scale=1:47.1
0-1-100-1-10T1
T2
T3B1B2
B3
W1 W2 W3 W2 W3 W4
W6
W5
W7
W8 W9
1 2
3 4 5 6
7
8
9 10
17 16 15 14
13 12 11
24 25 26 27 28
29 30 31 32 33
6x8
5x6
6x8
4x4 3x8
2x4 3x10
3x4
3x4
3x4
7x14MT18H
5x6
4x12
3x4
2x4
5-4-0
5-4-0
8-9-9
3-5-9
12-4-14
3-7-5
15-6-0
3-1-2
19-0-9
3-6-9
22-2-11
3-2-2
26-0-0
3-9-5
-0-10-12
0-10-12
5-4-0
5-4-0
8-9-9
3-5-9
12-4-14
3-7-5
15-10-7
3-5-9
19-0-9
3-2-2
22-2-11
3-2-2
26-0-0
3-9-5
26-10-12
0-10-12
0-6-52-7-64-9-00-6-52-0-05.0012
PlateOffsets(X,Y)-- [2:0-1-3,Edge], [6:0-4-4,0-2-11], [9:0-8-11,0-0-14], [12:0-5-8,0-1-8], [14:0-3-8,0-5-0], [16:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.21
0.42
0.86
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.47
0.17
(loc)
14-15
14-15
9
l/defl
>999
>664
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 175 lb FT= 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x6SP 2400F 2.0EBOT CHORD2x6SP 2400F 2.0E*Except*
B2: 2x8SP 2400F 2.0E
WEBS 2x4SPFStud*Except*W6: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-1-2 oc purlins.BOT CHORD Rigidceiling directly applied or 9-7-1 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=1830/0-6-0(min. 0-1-10), 9=1643/0-6-0(min. 0-1-9)Max Horz2=-126(LC 13)
Max Uplift2=-394(LC 8), 9=-389(LC 13)
MaxGrav2=1970(LC 35), 9=1888(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-4221/885, 3-24=-5392/1187, 4-24=-5394/1187, 4-25=-6031/1328, 25-26=-6031/1328,
5-26=-6031/1328, 5-27=-5748/1265, 27-28=-5746/1264, 6-28=-5743/1263,
6-7=-5570/1218, 7-8=-3575/800, 8-9=-3665/774
BOT CHORD 2-17=-711/3861, 17-29=-720/3851, 16-29=-720/3851, 16-30=-1059/5392,
30-31=-1059/5392, 15-31=-1059/5392, 15-32=-1194/6031, 32-33=-1194/6031,
14-33=-1194/6031, 6-14=-344/1873, 12-13=-140/689, 11-12=-652/3320, 9-11=-652/3320
WEBS 3-17=0/280, 3-16=-411/1874, 4-16=-827/296, 4-15=-189/787, 5-14=-453/95,
12-14=-579/3044, 7-14=-422/1993, 7-12=-1532/348
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate
grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all
exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)All plates areMT20 plates unless otherwiseindicated.
8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
2=394, 9=389.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
Continued on page 2
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T52
TrussType
HipGirder
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:272018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-nm6dBGHacbtyc8CZnnfrcKWCuipwuaQFEMxJpzzNQgg
NOTES-
11) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 298 lb down and 236 lb up at 5-4-0, 99 lb down and 87 lb up at
7-4-12, 99 lb down and 87 lb up at 9-4-12, 99 lb down and 87 lb up at 11-4-12, and 99 lb down and 87 lb up at 13-4-12, and 99 lb down and 87 lb up at 15-4-12 on top
chord, and 160 lb down at 5-4-0, 58 lb down at 7-4-12, 58 lb down at 9-4-12, 58 lb down at 11-4-12, 58 lb down at 13-4-12, and 58 lb down at 15-4-12, and 519 lbdown and 179 lb up at 15-9-10 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-3=-51, 3-6=-61, 6-10=-51, 14-18=-20, 13-21=-20
Concentrated Loads(lb)
Vert: 3=-232(B) 17=-127(B) 14=-519(B) 24=-68(B) 25=-68(B) 26=-68(B) 27=-68(B) 28=-71(B) 29=-43(B) 30=-43(B) 31=-43(B) 32=-43(B) 33=-43(B)
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T53
TrussType
HalfHip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:272018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-nm6dBGHacbtyc8CZnnfrcKWB5ipJukbFEMxJpzzNQgg
Scale=1:24.7
0-1-10T1
T2
W4
B1
W1
W2 W3
1
2
3
4 5
7 6
11
4x4
1.5x4
4x4
1.5x4
3x8
3x4
8-1-9
8-1-9
10-0-8
1-10-15
-0-10-12
0-10-12
4-1-15
4-1-15
8-1-9
3-11-10
10-0-8
1-10-15
0-6-53-9-63-11-03-9-65.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.26
0.40
0.21
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.19
0.01
(loc)
7-10
7-10
6
l/defl
>999
>614
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 41 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)6=364/Mechanical, 2=400/0-6-0(min. 0-1-8)
Max Horz2=156(LC 15)
Max Uplift6=-67(LC 16), 2=-89(LC 16)MaxGrav6=424(LC 36), 2=586(LC 36)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-11=-771/133, 3-11=-660/148, 3-4=-319/67, 5-6=-446/149
BOT CHORD 2-7=-287/664
WEBS 3-7=-487/209, 5-7=-128/471
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 8-1-9,Exterior(2) 8-1-9 to 9-10-12
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8) Refer to girder(s) for truss to trussconnections.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 6, 2.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T54
TrussType
HalfHip
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:282018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Fzg0OcICNv?pDInlLUA48Y3Gk69_dBYOT0gsLPzNQgf
Scale=1:20.9
0-1-10T1
T2
W3
B1
W1 W2
HW1
1
2
3 4
6 5
10
11 12 13
1.5x4
4x6 1.5x4 3x4
6x6
6-1-9
6-1-9
10-0-8
3-10-15
-0-10-12
0-10-12
6-1-9
6-1-9
10-0-8
3-10-15
0-6-52-11-63-1-02-11-65.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.65
0.44
0.23
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.12
0.02
(loc)
6-9
6-9
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 36 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
WEDGELeft: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)2=405/0-6-0(min. 0-1-8), 5=379/Mechanical
Max Horz2=120(LC 15)Max Uplift2=-84(LC 16), 5=-72(LC 13)
MaxGrav2=555(LC 36), 5=410(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-10=-536/86, 10-11=-429/102, 3-11=-360/103
BOT CHORD 2-6=-174/397, 5-6=-176/388WEBS3-5=-478/178
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 6-1-9,Exterior(2) 6-1-9 to 9-10-12
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
6)Provide adequate drainage to preventwater ponding.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8) Refer to girder(s) for truss to trussconnections.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 5.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
T55GE
TrussType
GABLECOMMON
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:292018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-j9EObxJq8D7grSMxvChJhlbbgWbZMhYYigQQtrzNQge
Scale=1:18.5
0-1-10T1
T2
W1
B1
ST3ST3ST2
ST1
HW1
1
2
3
4
5 6 7 8
13 12 11 10 9
14
15 16
3x4
3x4
3x8
10-0-8
10-0-8
-0-10-12
0-10-12
4-9-10
4-9-10
10-0-8
5-2-15
0-6-52-4-112-6-52-4-115.0012
PlateOffsets(X,Y)-- [2:0-2-8,Edge], [2:0-0-0,0-1-0], [5:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.06
0.03
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
1
1
9
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 34 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStudWEDGE
Left: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.All bearings 10-0-8.
(lb)-Max Horz2=94(LC 13)
Max UpliftAll uplift 100 lb orless at joint(s) 9, 2, 10, 11, 12, 13MaxGravAllreactions 250 lb orless at joint(s) 9, 2, 10, 11, 12, 13
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-C Corner(3)-0-10-12 to 2-0-8,Exterior(2) 2-0-8 to 4-9-10, Corner(3) 4-9-10 to 8-0-8
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed forwindloadsin the plane of the truss only.Forstuds exposed to wind(normal to the face),seeStandardIndustry
GableEnd Details as applicable, orconsult qualified building designer as perANSI/TPI 1.
4)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
5) Unbalancedsnowloads have been considered for this design.6)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs
non-concurrentwith otherliveloads.
7)Provide adequate drainage to preventwater ponding.8)All plates are 1.5x4MT20 unless otherwiseindicated.
9)Gablerequirescontinuous bottomchord bearing.
10)Gablestudsspaced at 2-0-0 oc.11)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
12)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 9, 2, 10, 11, 12,
13.13)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V01GE
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:312018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-gYM80dL5gqNO4mWK0dknmAhusJF9qaJq9zvXykzNQgc
Scale=1:42.0
0-1-150-1-15T1
T2
T1
B1
B2 B3 B2
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4 5 6 7 8
9
10
11
20 19 18
17 16 15
14 13 12
21
22 23
24
3x4
3x4 3x4
3x41.5x4
1.5x4
2x4 2x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3-8-82-8-96-3-15
6-3-15
10-0-7
3-8-8
16-4-6
6-3-15
5-6-14
5-6-14
6-3-15
0-9-1
10-0-7
3-8-8
10-9-7
0-9-1
16-4-6
5-6-14
6-4-16-6-12-8-96-4-114.0012
PlateOffsets(X,Y)-- [4:0-2-2,0-1-8], [8:0-2-2,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.14
0.15
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.03
(loc)
16
16
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 74 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except*
B2: 2x4SPFStud
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 6-3-15.
(lb)-Max Horz1=-165(LC 14)
Max UpliftAll uplift 100 lb orless at joint(s) 11, 17, 15, 19, 13 except 1=-156(LC 12), 20=-170(LC 16),12=-176(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 1, 11, 18, 14, 14, 13 except 17=373(LC 51), 15=359(LC 51),
19=270(LC 46), 20=289(LC 46), 12=297(LC 48)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-21=-210/279, 3-21=-180/287, 3-4=-231/296, 8-9=-231/285BOT CHORD 5-17=-318/98, 7-15=-304/69
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-C Corner(3) 0-3-13 to 3-3-13,Exterior(2) 3-3-13 to 5-6-14, Corner(3) 5-6-14 to 13-9-7,
Exterior(2) 13-9-7 to 16-0-9zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces
&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed forwindloadsin the plane of the truss only.Forstuds exposed to wind(normal to the face),seeStandardIndustry
GableEnd Details as applicable, orconsult qualified building designer as perANSI/TPI 1.
4)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.5) Unbalancedsnowloads have been considered for this design.
6)This trussis not designed to support a ceiling and is not intended for usewhere aesthetics are a consideration.
7)Provide adequate drainage to preventwater ponding.8)Gablestudsspaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
10)Bearing at joint(s) 17, 15 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverifycapacity of bearingsurface.
11)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 11, 17, 15, 19,
13 except(jt=lb) 1=156, 20=170, 12=176.12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V02
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:322018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-8kvWEzLjR8VFiw4WaKF0JOD3cjc6Z1B_Ode4UAzNQgb
Scale=1:39.6
0-1-150-1-15T1
T2
T1
B1
ST2
ST1 ST1
1
2
3 4 5
6
7
10 9 8
11
12
13
14 15
16
17
18
3x4
3x4 3x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
0-0-3
0-0-3
13-6-1
13-5-14
5-6-14
5-6-14
7-11-3
2-4-5
13-6-1
5-6-14
0-0-46-4-16-6-10-0-46-4-114.0012
PlateOffsets(X,Y)-- [3:0-2-2,0-1-8], [5:0-2-2,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.14
0.10
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 49 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.All bearings 13-5-10.
(lb)-Max Horz1=-165(LC 12)
Max UpliftAll uplift 100 lb orless at joint(s) 1, 7 except 10=-233(LC 16), 8=-231(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 9 except 1=257(LC 50), 7=252(LC 38), 10=448(LC 46),
8=446(LC 48)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-11=-303/95, 2-12=-314/107, 6-17=-314/107, 7-18=-295/79
WEBS 2-10=-364/263, 6-8=-362/262
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-3-13 to 3-3-13,Interior(1) 3-3-13 to 5-6-14,Exterior(2) 5-6-14 to 7-11-3,
Interior(1) 12-2-2 to 13-2-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &
MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload
governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.
4) Unbalancedsnowloads have been considered for this design.
5)Provide adequate drainage to preventwater ponding.
6)Gablerequirescontinuous bottomchord bearing.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 7 except(jt=lb)
10=233, 8=231.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V03
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:332018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-cwTvRJMLCRe6K3fj82mFrbm857vdIUU7cHOd0dzNQga
Scale=1:41.0
T1 T1
B1
ST1
1
2
3
4
5
6
7 8
9
10
3x4
4x4
3x4
1.5x4
0-0-3
0-0-3
10-7-13
10-7-9
5-3-14
5-3-14
10-7-13
5-3-14
0-0-46-2-90-0-414.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.55
0.21
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 36 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2OTHERS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=221/10-7-6(min. 0-1-8), 3=221/10-7-6(min. 0-1-8), 4=266/10-7-6(min. 0-1-8)Max Horz1=-159(LC 12)
Max Uplift1=-78(LC 17), 3=-64(LC 16)
MaxGrav1=255(LC 2), 3=255(LC 2), 4=306(LC 7)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-3-13 to 3-3-13,Interior(1) 3-3-13 to 5-3-14,Exterior(2) 5-3-14 to 8-3-14
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)Gablerequirescontinuous bottomchord bearing.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V04
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:342018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-471HffNzzlmyxDEvilHUOpJN6XAD1yYHrx7BY3zNQgZ
Scale=1:30.0
T1 T1
B1
1
2
34
5 6
7
2x4
3x4
2x4
0-0-3
0-0-3
7-9-8
7-9-5
3-10-12
3-10-12
7-9-8
3-10-12
0-0-44-6-90-0-414.0012
PlateOffsets(X,Y)-- [2:Edge,0-3-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.27
0.57
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 22 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)1=253/7-9-1(min. 0-1-8), 3=253/7-9-1(min. 0-1-8)
Max Horz1=-114(LC 12)
Max Uplift1=-34(LC 17), 3=-34(LC 16)MaxGrav1=286(LC 2), 3=286(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-3-13 to 3-3-13,Interior(1) 3-3-13 to 3-10-12,Exterior(2) 3-10-12 to
6-10-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS for
reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)Gablerequirescontinuous bottomchord bearing.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V05
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:352018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-YJbfs?Obk3upZNp5FSojw0rbXwbQmPoQ4btk5VzNQgY
Scale=1:17.2
T1 T1
B1
1
2
3
2x4
3x4
2x4
4-11-0
4-11-0
4-11-3
0-0-3
2-5-10
2-5-10
4-11-3
2-5-10
0-0-42-10-90-0-414.0012
PlateOffsets(X,Y)-- [2:Edge,0-3-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.10
0.19
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 13 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-11-3 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)1=152/4-10-13(min. 0-1-8), 3=152/4-10-13(min. 0-1-8)
Max Horz1=-68(LC 12)
Max Uplift1=-21(LC 17), 3=-21(LC 16)MaxGrav1=172(LC 2), 3=172(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)Gablerequirescontinuous bottomchord bearing.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V06
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:352018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-YJbfs?Obk3upZNp5FSojw0rcxwe8mPoQ4btk5VzNQgY
Scale=1:8.9
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-3
0-0-3
2-0-15
2-0-11
1-0-7
1-0-7
2-0-15
1-0-7
0-0-41-2-90-0-414.0012
PlateOffsets(X,Y)-- [2:Edge,0-3-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.01
0.02
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 5 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-0-15 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)1=51/2-0-8(min. 0-1-8), 3=51/2-0-8(min. 0-1-8)
Max Horz1=-23(LC 12)
Max Uplift1=-7(LC 17), 3=-7(LC 16)MaxGrav1=58(LC 2), 3=58(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)Gablerequirescontinuous bottomchord bearing.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V07
TrussType
GABLE
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:362018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-0V913LODVM0gBXOIpAJyTEOkRKzgVpxaJFcIdyzNQgX
Scale=1:44.6
T1
T2
B1
B2 B3ST2
ST1
1
2
3
4
5
9 8 7
610
11
12
13
3x4
4x4
3x4
1.5x4
1.5x4
1.5x4
1.5x41.5x4
1.5x4
10-7-10
10-7-10
13-8-6
3-0-13
8-8-12
8-8-12
10-7-10
1-10-14
13-8-6
3-0-13
0-0-47-3-50-0-43-1-910.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.22
0.13
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 52 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2 *Except*B2: 2x4SPFStud
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 13-8-6.(lb)-Max Horz1=195(LC 16)
Max UpliftAll uplift 100 lb orless at joint(s) 1, 5, 8 except 6=-126(LC 17), 9=-230(LC 16)
MaxGravAllreactions 250 lb orless at joint(s) 1, 5, 7, 6 except 8=260(LC 32), 9=447(LC 29)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 2-9=-360/266
NOTES-
1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-13 to 3-4-13,Interior(1) 3-4-13 to 8-8-12,Exterior(2) 8-8-12 to 11-8-12
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)Gablerequirescontinuous bottomchord bearing.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Bearing at joint(s) 6 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 5, 8 except
(jt=lb) 6=126, 9=230.9)Beveled plate orshimrequired to provide full bearingsurfacewith trusschord at joint(s) 5.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V08
TrussType
GABLE
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:372018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-UijPHgPsGg8XohzUNtrB?RxqLkHXEHejXvMr9OzNQgW
Scale=1:31.6
T1
T2
B1
B2 B3
ST1
1
2
3
4
7 6
5
8
9
10
11
2x4
4x4
2x4
1.5x4
1.5x4
1.5x4
1.5x47-10-0
7-10-0
9-10-13
2-0-13
5-11-2
5-11-2
7-10-0
1-10-14
9-10-13
2-0-13
0-0-44-11-50-0-41-7-910.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.53
0.22
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 33 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2 *Except*B2: 2x4SPFStud
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 9-10-13.(lb)-Max Horz1=119(LC 16)
Max UpliftAll uplift 100 lb orless at joint(s) 1, 4, 6, 7 except 5=-117(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 1, 4, 5 except 7=361(LC 29)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-13 to 3-4-13,Interior(1) 3-4-13 to 5-11-2,Exterior(2) 5-11-2 to 8-11-2
zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)Gablerequirescontinuous bottomchord bearing.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Bearing at joint(s) 5 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 7 except
(jt=lb) 5=117.
9)Beveled plate orshimrequired to provide full bearingsurfacewith trusschord at joint(s) 4.10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V09
TrussType
GABLE
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:382018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-zuHoU0QU1zGOQrYgxbMQYfT6a8e?zlYsmZ5OhqzNQgV
Scale=1:18.6
T1
T2
W1
B1
1
2
3
4
2x4
3x4
1.5x4
1.5x4
5-0-6
5-0-6
3-1-9
3-1-9
5-0-6
1-10-14
0-0-42-7-51-0-410.0012
PlateOffsets(X,Y)-- [2:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.11
0.14
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 14 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-0-6 oc purlins,except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizerInstallation guide.
REACTIONS.(lb/size)1=159/5-0-6(min. 0-1-8), 4=159/5-0-6(min. 0-1-8)
Max Horz1=70(LC 15)Max Uplift1=-21(LC 16), 4=-23(LC 16)
MaxGrav1=179(LC 2), 4=179(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-1) Unbalancedroofliveloads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
4) Unbalancedsnowloads have been considered for this design.
5)Gablerequirescontinuous bottomchord bearing.
6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7)Bearing at joint(s) 4 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 4.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V10
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:392018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-R4rAiMR6nHOF2_7sUItf5s0ClYyLiCo0?DryEGzNQgU
Scale=1:15.6
T1
W1
B1
1
2
3
4
5
6
2x4
1.5x4
1.5x4
5-10-6
5-10-6
0-0-42-5-55.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.41
0.26
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 15 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-10-6 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)1=176/5-9-13(min. 0-1-8), 3=176/5-9-13(min. 0-1-8)
Max Horz1=91(LC 13)
Max Uplift1=-33(LC 16), 3=-51(LC 16)MaxGrav1=199(LC 2), 3=199(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-9-1 to 3-9-1,Interior(1) 3-9-1 to 5-8-10zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)Gablerequirescontinuous bottomchord bearing.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V11
TrussType
GABLE
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:402018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-vGOYviSkYbW6f8i320Oud4ZP4xJkRen9EtaVmjzNQgT
Scale=1:26.0
T1 W1
B1
ST1
1
2
3
5 4
6
7
8
2x4
1.5x4
1.5x41.5x4
1.5x4
9-10-6
9-10-6
0-0-44-1-55.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.31
0.18
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 29 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)1=144/9-10-6(min. 0-1-8), 4=88/9-10-6(min. 0-1-8), 5=403/9-10-6(min. 0-1-8)
Max Horz1=164(LC 13)
Max Uplift4=-23(LC 13), 5=-136(LC 16)MaxGrav1=163(LC 2), 4=107(LC 22), 5=455(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.WEBS 2-5=-341/218
NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;
MWFRS(envelope) gable end zone and C-CExterior(2) 0-9-1 to 3-9-1,Interior(1) 3-9-1 to 9-8-10zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)Gablerequirescontinuous bottomchord bearing.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 4 except(jt=lb)
5=136.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V12
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:402018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-vGOYviSkYbW6f8i320Oud4ZP5xIbRf19EtaVmjzNQgT
Scale=1:14.3
T1
W1
B1
1
2
3
4
5
2x4
1.5x4
1.5x4
5-3-0
5-3-0
0-0-42-2-45.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.30
0.19
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 13 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-3-0 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)1=154/5-2-6(min. 0-1-8), 3=154/5-2-6(min. 0-1-8)
Max Horz1=80(LC 13)
Max Uplift1=-29(LC 16), 3=-45(LC 16)MaxGrav1=174(LC 2), 3=174(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-9-1 to 3-9-1,Interior(1) 3-9-1 to 5-1-4zone;cantileverleft and right
exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)Gablerequirescontinuous bottomchord bearing.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58160-W1
Dansco Engineering, LLC
Date: 4/25/18
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Job
1802098-12T
Truss
V13
TrussType
Valley
Qty
1
Ply
1
1802098-12TDWH Jackson'sGrantLot178
Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Tue Apr2419:14:412018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-NTyw72SMJuezHIGFcjv7AH5dLLh2A6HJSXK3I9zNQgS
Scale=1:9.6
T1
W1
B1
1
2
3
2x4
1.5x4
1.5x4
3-3-0
3-3-0
0-0-41-4-45.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
PlateGrip DOL
Lumber DOL
RepStressIncr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.08
0.05
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 8 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2WEBS2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-3-0 oc purlins,
except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.REACTIONS.(lb/size)1=83/3-2-6(min. 0-1-8), 3=83/3-2-6(min. 0-1-8)
Max Horz1=43(LC 13)
Max Uplift1=-15(LC 16), 3=-24(LC 16)MaxGrav1=94(LC 2), 3=94(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right
exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
3) Unbalancedsnowloads have been considered for this design.
4)Gablerequirescontinuous bottomchord bearing.
5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard