HomeMy WebLinkAbout18050220 Truss PlansDE
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: 1802075-12T
89 truss design(s)
58609-W1
5/15/18
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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J01
TrussType
Jack-ClosedGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:032018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-KgNEMTjdqrToseCtLs6dVmH5OUAtCPCA0KCD8YzGX_c
Scale=1:16.4
W1
T1 W2
B1
1
2
3
5
4
6
7
2x4
1.5x4
1.5x4
2x4
3-2-8
3-2-8
-1-2-12
1-2-12
0-3-8
0-3-8
3-2-8
2-11-0
1 -1 -0
2 -8 -4
6.0012
PlateOffsets(X,Y)-- [2:0-2-0,0-0-8]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MR
0.21
0.44
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 14 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x6SPF No.2
WEBS 2x4SPFStud
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)5=561/0-6-0(min. 0-1-8), 4=320/Mechanical
Max Horz5=103(LC 9)
Max Uplift5=-115(LC 12), 4=-78(LC 9)
MaxGrav5=639(LC 2), 4=362(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;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)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) 4 except(jt=lb)
5=115.
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) 685 lb down and 117 lb up at
1-3-4 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, 4-5=-20
Concentrated Loads(lb)
Vert: 7=-604(B)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J02
TrussType
Jack-Open
Qty
3
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:042018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-otwcapjFb8bfUon3vaes1zqG9taCxsSKF_xng_zGX_b
Scale=1:16.4
W1
T1
B1
1
2
5
6
7
3
4
2x4
2x4
3-2-8
3-2-8
-1-2-12
1-2-12
0-3-8
0-3-8
3-2-8
2-11-0
1 -1 -0
2 -8 -4
2 -3 -9 2 -8 -4
6.0012
PlateOffsets(X,Y)-- [5:0-2-0,0-1-0]
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-MR
0.21
0.12
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.2
WEBS 2x4SPFStud
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)5=192/0-6-0(min. 0-1-8), 3=62/Mechanical, 4=29/Mechanical
Max Horz5=73(LC 16)
Max Uplift5=-29(LC 16), 3=-56(LC 16)
MaxGrav5=221(LC 2), 3=72(LC 2), 4=56(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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 3-1-12zone;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
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) 5, 3.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J03
TrussType
Jack-Open
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:052018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-G3U?n9kuMSjW5yMFSH95aBMSsHxlgJhTUehKDQzGX_a
Scale=1:11.2
W1
T1
B1
1
2
5
3
4
1.5x4
1.5x4
1-1-7
1-1-7
-1-2-12
1-2-12
0-3-8
0-3-8
1-1-7
0-9-15
1 -1 -0
1 -7 -12
1 -3 -1
1 -7 -12
6.0012
PlateOffsets(X,Y)-- [2:0-2-0,0-0-8]
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
0.15
0.03
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
-0.00
(loc)
5
5
3
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.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-1-7 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=154/0-6-0(min. 0-1-8), 3=-15/Mechanical, 4=-1/Mechanical
Max Horz5=43(LC 13)
Max Uplift5=-33(LC 16), 3=-53(LC 22), 4=-9(LC 13)
MaxGrav5=212(LC 22), 3=7(LC 12), 4=14(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 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) 5, 3, 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J04
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:062018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-kF2N?VlW7mrNj6xS0?gK7OvazhFzPmxdiIQtlszGX_Z
Scale:3/4"=1'
W1
T1
B1
1
2
5
6
7
3
8 4
3x4
3x4
4-4-15
4-4-15
-1-8-14
1-8-14
0-3-8
0-3-8
4-4-15
4-1-7
1 -1 -0
2 -7 -12
4.2412
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
0.38
0.16
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.02
-0.03
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-4-15 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=130/0-8-2(min. 0-1-8), 3=43/Mechanical, 4=20/Mechanical
Max Horz5=68(LC 11)
Max Uplift5=-158(LC 10), 3=-79(LC 16), 4=-4(LC 28)
MaxGrav5=177(LC 18), 3=55(LC 2), 4=61(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) 3, 4 except(jt=lb)
5=158.
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) 58 lb down and 103 lb up at
1-8-1, and 58 lb down and 103 lb up at 1-8-1 on top chord, and 6 lb down and 13 lb up at 1-8-1, and 6 lb down and 13 lb up at
1-8-1 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
Concentrated Loads(lb)
Vert: 6=68(F=34,B=34) 8=3(F=1,B=1)
Trapezoidal Loads(plf)
Vert: 2=-2(F=24,B=24)-to-3=-56(F=-3,B=-3), 5=0(F=10,B=10)-to-4=-22(F=-1,B=-1)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J05
TrussType
Jack-Open
Qty
6
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:062018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-kF2N?VlW7mrNj6xS0?gK7OvathDEPmxdiIQtlszGX_Z
Scale=1:18.9
T1
B1
1
2
8
9
10
3
4
3x4
5-2-8
5-2-8
-1-2-12
1-2-12
0-3-8
0-3-8
5-2-8
4-11-0
0 -5 -0
3 -0 -4
2 -7 -9 3 -0 -4
6.0012
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
0.32
0.27
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.09
-0.09
-0.01
(loc)
4-7
4-7
3
l/defl
>663
>694
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 5-2-8 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=114/Mechanical, 2=252/0-4-0(min. 0-1-8), 4=61/Mechanical
Max Horz2=126(LC 16)
Max Uplift3=-79(LC 16), 2=-47(LC 16), 4=-24(LC 13)
MaxGrav3=133(LC 2), 2=288(LC 2), 4=95(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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 5-1-12zone;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 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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J06
TrussType
Jack-Open
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:072018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-CRclCrm8u3zDLGWeaiBZfcSpr5cU8DBmxyARHJzGX_Y
Scale=1:12.9
T1
B1
1
2
8
9
3
4
2x4
3-1-7
3-1-7
-1-2-12
1-2-12
0-3-8
0-3-8
3-1-7
2-9-15
0 -5 -0
1 -11
-12
6.0012
PlateOffsets(X,Y)-- [2:0-1-9,0-1-0]
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-MP
0.12
0.08
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.01
-0.00
(loc)
4-7
4-7
3
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 3-1-7 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)3=63/Mechanical, 2=183/0-4-0(min. 0-1-8), 4=33/Mechanical
Max Horz2=84(LC 16)
Max Uplift3=-44(LC 16), 2=-43(LC 16), 4=-14(LC 13)
MaxGrav3=73(LC 2), 2=211(LC 2), 4=54(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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 3-0-11zone;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 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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J07
TrussType
Jack-Open
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:082018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-geA7PAmmfN54yQ4q8PioCp__bVzQtgRwAcv_plzGX_X
Scale=1:7.8
T1
B1
1
2
3
4
2x4
1-1-7
1-1-7
-1-2-12
1-2-12
0-3-8
0-3-8
1-1-7
0-9-15
0 -5 -0
0 -11
-12
0 -7 -1
0 -11
-12
6.0012
PlateOffsets(X,Y)-- [2:0-1-9,0-1-0]
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-MP
0.12
0.03
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
-0.00
(loc)
7
7
2
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 1-1-7 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)3=8/Mechanical, 2=136/0-4-0(min. 0-1-8), 4=-3/Mechanical
Max Horz2=44(LC 16)
Max Uplift3=-15(LC 22), 2=-49(LC 16), 4=-19(LC 22)
MaxGrav3=9(LC 2), 2=178(LC 22), 4=13(LC 20)
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 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, 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J08
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:092018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-8qkVdWnOQhDxaZf1h7D1k1X?BuB7c7h3PGfYMBzGX_W
Scale=1:17.6
T1
B1
1
2
8
9
3
10 11 4
3x4
3-8-13
3-8-13
7-2-14
3-6-1
-1-8-14
1-8-14
0-3-8
0-3-8
3-8-13
3-5-5
7-2-14
3-6-1
0 -5 -0
2 -11
-12
2 -7 -8
2 -11
-12
4.2412
PlateOffsets(X,Y)-- [2:0-2-0,0-1-6]
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
0.77
0.52
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.24
-0.32
0.02
(loc)
4-7
4-7
3
l/defl
>364
>272
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=200/Mechanical, 2=253/0-5-5(min. 0-1-8), 4=101/Mechanical
Max Horz2=126(LC 8)
Max Uplift3=-140(LC 8), 2=-189(LC 10), 4=-29(LC 8)
MaxGrav3=236(LC 2), 2=295(LC 2), 4=148(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; 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)
3=140, 2=189.
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) 64 lb down and 11 lb up at
1-8-1, 64 lb down and 11 lb up at 1-8-1, and 28 lb down and 44 lb up at 4-6-0, and 28 lb down and 44 lb up at 4-6-0 on top chord,
and 37 lb down and 11 lb up at 1-8-1, 37 lb down and 11 lb up at 1-8-1, and 14 lb down and 31 lb up at 4-6-0, and 14 lb down and
31lb up at 4-6-0 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
Concentrated Loads(lb)
Vert: 10=3(F=2,B=2) 11=-9(F=-5,B=-5)
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J08
TrussType
DiagonalHipGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:092018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-8qkVdWnOQhDxaZf1h7D1k1X?BuB7c7h3PGfYMBzGX_W
LOADCASE(S)Standard
Trapezoidal Loads(plf)
Vert: 2=0(F=25,B=25)-to-3=-92(F=-21,B=-21), 5=0(F=10,B=10)-to-4=-36(F=-8,B=-8)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J09
TrussType
Jack-Open
Qty
3
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:102018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-d0Iuqso0B_LoCjEDFqkGHE4IdIeeLaxCdwO5uezGX_V
Scale=1:9.4
T1
B1
1
2
8
9
3
4
3x4
2-10-8
2-10-8
-1-7-12
1-7-12
0-3-8
0-3-8
2-10-8
2-7-0
0 -4 -5
1 -3 -13
0 -11
-10 1 -3 -13
4.0012
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
0.21
0.05
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= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-10-8 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=50/Mechanical, 2=208/0-4-0(min. 0-1-8), 4=25/Mechanical
Max Horz2=68(LC 12)
Max Uplift3=-28(LC 12), 2=-136(LC 12), 4=-11(LC 13)
MaxGrav3=58(LC 2), 2=240(LC 2), 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)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 2-9-12zone;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 100 lb uplift at joint(s) 3, 4 except(jt=lb)
2=136.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
J10
TrussType
Jack-OpenGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:112018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-5DsG2CpeyIUfptpPpYGVqScPtiy341AMsa8eQ4zGX_U
Scale=1:12.4
T1
B1
1
2
8
3
4
3x5
3-11-5
3-11-5
-2-3-15
2-3-15
0-3-8
0-3-8
3-11-5
3-7-13
0 -4 -5
1 -3 -7
0 -3 -15
0 -11
-8
2.8312
PlateOffsets(X,Y)-- [2:0-0-14,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-MP
0.50
0.17
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
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: 12 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-11-5 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=187/0-5-5(min. 0-1-8), 4=12/Mechanical
Max Horz2=60(LC 16)
Max Uplift3=-38(LC 10), 2=-172(LC 8), 4=-19(LC 10)
MaxGrav3=48(LC 2), 2=272(LC 18), 4=49(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; 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;Min. flatroofsnowload governs.
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 except(jt=lb)
2=172.
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=9(F=30,B=30)-to-3=-50(F=0,B=0), 5=0(F=10,B=10)-to-4=-20(F=0,B=0)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB01
TrussType
Piggyback
Qty
17
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:122018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-ZPPeFYpHjccWR1ObNFnkMf9g56K4pUQV5DtCyWzGX_T
Scale=1:8.4
T1 T1
B11
2
3
4
5
3x4
2x4 2x4
3-9-15
3-9-15
0-3-8
0-3-8
1-10-15
1-7-7
3-9-15
1-10-15
0 -4 -7
1 -3 -5
0 -1 -10
0 -4 -7
0 -1 -10
8.0012
PlateOffsets(X,Y)-- [3:0-2-0,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-P
0.02
0.05
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
4
4
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 8 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-9-15 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)2=106/2-3-11(min. 0-1-8), 4=106/2-3-11(min. 0-1-8)
Max Horz2=-28(LC 14)
Max Uplift2=-24(LC 16), 4=-24(LC 17)
MaxGrav2=121(LC 2), 4=121(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 building
designer.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB02
TrussType
Piggyback
Qty
6
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:132018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-1bz0TuqvUvkN3BzowzIzvtinrWepYxtfJtdlVyzGX_S
Scale=1:21.8
T1 T1
B1
ST1
1
2
3
4 5
6
7
8
9 10
11
12
4x4
2x4 2x41.5x4
9-10-5
9-10-5
0-3-8
0-3-8
4-11-2
4-7-10
9-10-5
4-11-2
0 -4 -7
3 -3 -7
0 -1 -10 0 -4 -7
0 -1 -10
8.0012
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
0.15
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.02
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 26 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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.(lb/size)2=185/8-4-1(min. 0-1-8), 4=185/8-4-1(min. 0-1-8), 6=270/8-4-1(min. 0-1-8)
Max Horz2=81(LC 15)
Max Uplift2=-58(LC 16), 4=-69(LC 17)
MaxGrav2=212(LC 2), 4=212(LC 2), 6=300(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) 0-3-5 to 3-3-5,Interior(1) 3-3-5 to 4-11-2,Exterior(2) 4-11-2 to 7-11-2zone;
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.
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 building
designer.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB02GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:142018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-VoXOgErXEDsEgLY_UgpCR4E?0v?HHOCoYXMJ1PzGX_R
Scale=1:21.8
T1 T1
B1
ST1 ST1
1
2
3
4
5
6 7
9 8
10
11
12 13
14
15
3x4
2x4 2x41.5x4
1.5x4
1.5x4
1.5x4
9-10-5
9-10-5
0-3-8
0-3-8
4-11-2
4-7-10
9-10-5
4-11-2
0 -4 -7
3 -3 -7
0 -1 -10 0 -4 -7
0 -1 -10
8.0012
PlateOffsets(X,Y)-- [4:0-2-0,Edge], [5:0-1-15,0-0-12]
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-P
0.12
0.07
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
7
7
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 27 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 8-4-1.
(lb)-Max Horz2=-81(LC 14)
Max UpliftAll uplift 100 lb orless at joint(s) except 9=-115(LC 16), 8=-113(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 2, 6 except 9=269(LC 30), 8=268(LC 31)
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) 0-3-5 to 3-3-5,Interior(1) 3-3-5 to 4-11-2,Exterior(2) 4-11-2 to 7-11-2zone;
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)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=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
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)Gablerequirescontinuous bottomchord bearing.
8)Gablestudsspaced at 2-0-0 oc.
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 115 lb uplift at joint 9 and 113 lb uplift
atjoint 8.
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
12)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB03
TrussType
Piggyback
Qty
3
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:152018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-z_5ntas9?X_5IU7A2OKR_In7LJLg0rGynB6sZrzGX_Q
Scale=1:21.4
W1
T1
T2
B1
ST1
1
2
3 4
6 5
7
8
9
10
3x8
4x4
2x41.5x4
8-5-0
8-5-0
0-3-8
0-3-8
3-5-13
3-2-5
8-5-0
4-11-3
0 -9 -15
3 -3 -7
0 -1 -10 0 -4 -7
0 -1 -10
8.0012
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
0.12
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.02
0.00
(loc)
4
4
3
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.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)6=107/7-7-14(min. 0-1-8), 3=165/7-7-14(min. 0-1-8), 5=284/7-7-14(min. 0-1-8)
Max Horz6=-77(LC 12)
Max Uplift6=-65(LC 16), 3=-48(LC 17), 5=-8(LC 17)
MaxGrav6=132(LC 30), 3=189(LC 2), 5=319(LC 31)
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) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 3-5-13,Exterior(2) 3-5-13 to 6-5-13
zone;cantileverright exposed ; end verticalright 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 65 lb uplift at joint 6, 48 lb uplift at joint 3
and 8 lb uplift at joint 5.
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 building
designer.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB04
TrussType
Piggyback
Qty
1
Ply
2
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:162018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-RAf95wtnmq6yweiNc5rgXVKDkjhmlHb50rrP6HzGX_P
Scale=1:21.4
W1
T1
T2
B1
ST1
1
2
3 4
6 5
7
8
9
10
3x8
4x4
2x41.5x4
8-5-0
8-5-0
0-3-8
0-3-8
3-5-13
3-2-5
8-5-0
4-11-3
0 -9 -15
3 -3 -7
0 -1 -10 0 -4 -7
0 -1 -10
8.0012
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-P
0.62
0.07
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
0.05
0.00
(loc)
4
4
3
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 47 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
REACTIONS.(lb/size)6=107/7-7-14(min. 0-1-8), 3=770/7-7-14(min. 0-1-8), 5=493/7-7-14(min. 0-1-8)
Max Horz6=-77(LC 12)
Max Uplift6=-65(LC 16), 3=-192(LC 17), 5=-57(LC 17)
MaxGrav6=132(LC 30), 3=873(LC 2), 5=558(LC 31)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-10=-298/102
WEBS 2-5=-463/114
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.
Bottomchordsconnected 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) 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 and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 3-5-13,Exterior(2) 3-5-13 to 6-5-13
zone;cantileverright exposed ; end verticalright exposed;C-C formembers and forces&MWFRS forreactionsshown; 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=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
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)Gablerequirescontinuous bottomchord bearing.
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 65 lb uplift at joint 6, 192 lb uplift at
joint 3 and 57 lb uplift at joint 5.
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
12)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building
designer.
LOADCASE(S)Standard
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB04
TrussType
Piggyback
Qty
1
Ply
2
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:162018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-RAf95wtnmq6yweiNc5rgXVKDkjhmlHb50rrP6HzGX_P
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-2=-51, 3-6=-20
Trapezoidal Loads(plf)
Vert: 2=-51-to-4=-401
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB05
TrussType
Piggyback
Qty
4
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:172018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-vNDXIFtPX8EpXoGZ9oMv3jsU_70DUjYEEVbzekzGX_O
Scale:3/8"=1'
T1 T1
B1
ST2
ST1 ST1
B212
3
4
5
6 7
11 10 9 8
12
13
14 15
16
17
4x4
3x4
3x4 1.5x41.5x4
1.5x4
1.5x4
1.5x4
3x4
18-4-0
18-4-0
0-3-8
0-3-8
9-2-0
8-10-8
18-4-0
9-2-0
0 -4 -3
4 -5 -6
4 -7 -0
0 -1 -10
0 -4 -3
0 -1 -10
6.0012
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
0.20
0.12
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
7
7
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 51 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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 16-4-14.
(lb)-Max Horz2=-78(LC 21)
Max UpliftAll uplift 100 lb orless at joint(s) 2, 6 except 11=-136(LC 16), 8=-136(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 2, 9, 6 except 11=389(LC 34), 8=389(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 3-11=-285/179, 5-8=-285/179
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) 0-4-3 to 3-4-3,Interior(1) 3-4-3 to 9-2-0,Exterior(2) 9-2-0 to 12-2-0zone;
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, 6 except(jt=lb)
11=136, 8=136.
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 building
designer.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB06
TrussType
Piggyback
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:182018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-OZnvWbu1ISMg9yrljWu8cwPfRXL?DAcOT9KWAAzGX_N
Scale:3/8"=1'
0 -1 -11
0 -1 -11
T1
T2
T1
B1
ST2
ST1 ST1
1 2
3
4 5 6
7
8 9
12 11 10
13
14 15
16 17
3x4 3x4
3x4 3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
18-4-0
18-4-0
0-3-8
0-3-8
7-4-8
7-1-0
10-11-8
3-7-0
18-4-0
7-4-8
0 -4 -3
3 -6 -9
3 -8 -4
0 -1 -10
0 -4 -3
0 -1 -10
6.0012
PlateOffsets(X,Y)-- [4:0-2-0,Edge], [6:0-2-0,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
0.22
0.15
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 49 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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 16-4-14.
(lb)-Max Horz2=61(LC 20)
Max UpliftAll uplift 100 lb orless at joint(s) 2, 8, 11 except 12=-109(LC 16), 10=-106(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) except 2=278(LC 39), 8=278(LC 39), 11=308(LC 38), 12=469(LC
39), 10=469(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 3-12=-353/160, 7-10=-353/162
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) 0-4-3 to 3-4-3,Interior(1) 3-4-3 to 7-4-8,Exterior(2) 7-4-8 to 10-11-8,
Interior(1) 15-2-7 to 17-11-13zone;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, 8, 11 except
(jt=lb) 12=109, 10=106.
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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB07
TrussType
Piggyback
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:192018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-slKHjxvg3lUXn6QyHDPN88yqvwhAydlXip43iczGX_M
Scale:3/8"=1'
0 -1 -11
0 -1 -11
T1
T2
T1
B1
ST2ST1 ST1
1 2
34 5 6 7
89
12 11 10
13
14 15 16 17
18
5x6 5x6
3x4 3x4
1.5x4
1.5x4
1.5x4 1.5x4
18-4-0
18-4-0
0-3-8
0-3-8
5-4-8
5-1-0
12-11-8
7-7-0
18-4-0
5-4-8
0 -4 -3
2 -6 -9
2 -8 -4
0 -1 -10
0 -4 -3
0 -1 -10
6.0012
PlateOffsets(X,Y)-- [3:0-1-12,0-0-14], [4:0-0-0,0-1-2], [6:0-0-0,0-1-2], [7:0-1-12,0-0-14]
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
0.24
0.15
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 47 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 16-4-14.
(lb)-Max Horz2=43(LC 16)
Max UpliftAll uplift 100 lb orless at joint(s) 2, 8, 11, 12, 10
MaxGravAllreactions 250 lb orless at joint(s) 2, 8 except 11=456(LC 38), 12=398(LC 39), 10=398(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 5-11=-384/128, 3-12=-277/115, 7-10=-277/114
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) 0-4-3 to 3-4-3,Interior(1) 3-4-3 to 5-4-8,Exterior(2) 5-4-8 to 17-4-7,
Interior(1) 17-4-7 to 17-11-13zone;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, 8, 11, 12, 10.
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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
PB08
TrussType
Piggyback
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:212018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-o8S28dwwbNkE0PaKOeRrEZ1AhkO1QXPq97ZAnVzGX_K
Scale:3/8"=1'
0 -1 -11
0 -1 -11
T1
T2
T1
B1
ST1ST1 ST1
1 2
3 4 5 6 7
8 9
12 11 10
13 14
3x4 3x4
3x4 3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
18-4-0
18-4-0
0-3-8
0-3-8
3-4-8
3-1-0
14-11-8
11-7-0
18-4-0
3-4-8
0 -4 -31-6 -9
1 -8 -4
0 -1 -10
0 -4 -3
0 -1 -10
6.0012
PlateOffsets(X,Y)-- [3:0-2-0,Edge], [7:0-2-0,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
0.22
0.13
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.01
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 43 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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 16-4-14.
(lb)-Max Horz2=25(LC 20)
Max UpliftAll uplift 100 lb orless at joint(s) 2, 8, 11, 12, 10
MaxGravAllreactions 250 lb orless at joint(s) except 2=290(LC 39), 8=290(LC 39), 11=439(LC 38), 12=397(LC
38), 10=397(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-255/84, 7-8=-255/85
WEBS 5-11=-366/122, 4-12=-304/109, 6-10=-304/109
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) 0-4-3 to 7-7-7,Interior(1) 7-7-7 to 14-11-8,Exterior(2) 14-11-8 to 17-11-13
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, 8, 11, 12, 10.
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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T01
TrussType
CommonGirder
Qty
1
Ply
2
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:222018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-GK0QLzxYMgs5eZ9WyMy4mmZHb8fR9nizOnJkJxzGX_J
Scale=1:67.6
T1 T1
B1
W5
W4 W3W4W3
W1
W2
W1
W2B1
1
2
3
4
5
6
7
12 11 10 9 8
13 14
15 16 17 18 19 20 21 22
4x6
5x12MT18H
8x8
3x5
8x8
3x5
8x8
4x8
5x12MT18H
4x8
4-11-12
4-11-12
9-8-0
4-8-4
14-4-4
4-8-4
19-4-0
4-11-12
-1-2-12
1-2-12
0-3-8
0-3-8
4-11-12
4-8-4
9-8-0
4-8-4
14-4-4
4-8-4
19-4-0
4-11-12
20-6-12
1-2-12
1 -6 -8
11
-2 -8
1 -6 -8
12.0012
PlateOffsets(X,Y)-- [2:0-4-0,0-1-12], [3:0-1-4,0-1-8], [4:0-2-8,0-2-0], [5:0-1-4,0-1-8], [6:0-4-0,0-1-12], [8:Edge,0-2-4], [9:0-2-4,Edge], [10:0-4-0,0-4-8], [11:0-2-4,Edge],
[12:0-0-0,0-2-4]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.47
0.43
0.91
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.20
0.02
(loc)
10-11
10-11
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 274 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x6SP 2400F 2.0E
WEBS 2x4SPFStud*Except*
W5,W4: 2x4SPF No.2, W1: 2x6SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-6-1 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)12=7520/0-6-0(min. 0-3-2), 8=7602/0-6-0(min. 0-3-2)
Max Horz12=-336(LC 36)
Max Uplift12=-846(LC 12), 8=-854(LC 13)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-6868/833, 3-13=-5111/724, 4-13=-5013/744, 4-14=-5013/744, 5-14=-5111/724,
5-6=-6860/832, 2-12=-6151/725, 6-8=-6138/723
BOT CHORD 12-15=-367/799, 15-16=-367/799, 11-16=-367/799, 11-17=-592/4781, 17-18=-592/4781,
10-18=-592/4781, 10-19=-466/4775, 19-20=-466/4775, 9-20=-466/4775, 9-21=-116/726,
21-22=-116/726, 8-22=-116/726
WEBS 4-10=-907/6855, 5-10=-2002/433, 5-9=-288/2612, 3-10=-2012/434, 3-11=-290/2626,
2-11=-410/4229, 6-9=-412/4206
NOTES-
1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows:
Topchordsconnected as follows: 2x4- 1 row at 0-7-0 oc, 2x6- 2 rowsstaggered at 0-9-0 oc.
Bottomchordsconnected as follows: 2x6- 2 rowsstaggered at 0-5-0 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) 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=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
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)All plates areMT20 plates unless otherwiseindicated.
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)
12=846, 8=854.
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T01
TrussType
CommonGirder
Qty
1
Ply
2
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:222018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-GK0QLzxYMgs5eZ9WyMy4mmZHb8fR9nizOnJkJxzGX_J
NOTES-
12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 1514 lb down and 175 lb up at 1-8-12, 1514 lb down and 175 lb up at
3-8-12, 1516 lb down and 175 lb up at 5-8-12, 1516 lb down and 175 lb up at 7-8-12, 1516 lb down and 175 lb up at 9-8-12, 1516 lb down and 175 lb up at 11-8-12,
1516lb down and 175 lb up at 13-8-12, and 1516 lb down and 175 lb up at 15-8-12, and 1516 lb down and 175 lb up at 17-8-12 on bottomchord.The design/selection
ofsuchconnection 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=-51, 6-7=-51, 8-12=-20
Concentrated Loads(lb)
Vert: 10=-1516(F) 15=-1514 16=-1514 17=-1516(F) 18=-1516(F) 19=-1516(F) 20=-1516(F) 21=-1516(F) 22=-1516(F)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T01GE
TrussType
Common SupportedGable
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:232018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-kWaoZJyA7__yFjkjW3TJJ_6VsY2xuOY7dR2HrNzGX_I
Scale=1:76.2
W1
T1 T1
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
25 24 23 22
21 20 19 18 17 16 15 14
3x4
3x4
4x4
3x4
3x4
3x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
19-4-0
19-4-0
-1-2-12
1-2-12
0-3-8
0-3-8
9-8-0
9-4-8
19-4-0
9-8-0
20-6-12
1-2-12
1 -6 -8
11
-2 -8
1 -6 -8
12.0012
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-R
0.31
0.16
0.30
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.01
(loc)
13
13
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 124 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*
ST5,ST4: 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 7-19, 6-20, 8-18
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 19-4-0.
(lb)-Max Horz25=-336(LC 14)
Max UpliftAll uplift 100 lb orless at joint(s) 20, 23, 18, 16 except 25=-253(LC 12), 14=-227(LC 13), 21=-129(LC
16), 24=-241(LC 16), 17=-129(LC 17), 15=-234(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 20, 21, 23, 18, 17, 16 except 25=313(LC 31), 14=292(LC 30),
19=475(LC 17), 24=306(LC 14), 15=290(LC 15)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 4-5=-171/254, 5-6=-267/356, 6-7=-347/447, 7-8=-347/447, 8-9=-267/356
WEBS 7-19=-553/359
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)-1-2-12 to 1-8-0,Exterior(2) 1-8-0 to 9-8-0, Corner(3) 9-8-0 to 12-8-0zone;
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=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
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)Gablerequirescontinuous bottomchord bearing.
8)Truss to be fullysheathed from one face orsecurely braced againstlateralmovement(i.e. diagonalweb).
9)Gablestudsspaced at 2-0-0 oc.
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) 20, 23, 18, 16
except(jt=lb) 25=253, 14=227, 21=129, 24=241, 17=129, 15=234.
12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T02
TrussType
PiggybackBase
Qty
5
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:252018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-gviZ___QfbEgV1u5dUWnOPBgZLeYMH5Q4lXOwGzGX_G
Scale=1:72.8
T2
T3
T2
B1
W3
W4
W5
W6
W5
W4
W3
W1
W2
W1
W2
T1 T1
B3B2
1 2
3
4
5 6
7
8
9 10
18 17 16 15 14 13 12 11
19
20
21
22
23
24
25
26
3x4
5x6
3x4
3x4 3x5
3x4
4x4 3x4
5x6
3x8
3x4
4x4
5x12MT18H
3x4
5x12MT18H
3x4
7-5-4
7-5-4
14-7-1
7-1-12
18-4-15
3-9-15
25-6-12
7-1-12
33-0-0
7-5-4
-1-2-12
1-2-12
0-3-8
0-3-8
7-5-4
7-1-12
14-7-1
7-1-12
18-4-15
3-9-15
25-6-12
7-1-12
33-0-0
7-5-4
34-2-12
1-2-12
1 -3 -5
11
-0 -0
1 -3 -5
11
-0 -0
8.0012
PlateOffsets(X,Y)-- [2:0-3-0,0-1-8], [4:0-1-12,0-1-8], [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-1-12,0-1-8], [9:0-3-0,0-1-8], [11:Edge,0-1-8], [12:0-1-12,0-2-0], [17:0-1-12,0-2-0]
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
1.00
0.54
0.36
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.23
0.06
(loc)
15-17
15-17
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 173 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W3,W1: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-15, 5-13, 7-13
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)18=1247/0-6-0(min. 0-2-8), 11=1247/0-6-0(min. 0-2-8)
Max Horz18=316(LC 15)
Max Uplift18=-187(LC 16), 11=-187(LC 17)
MaxGrav18=1606(LC 39), 11=1606(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-19=-2052/218, 3-19=-1955/236, 3-4=-1819/261, 4-20=-1661/281, 20-21=-1510/296,
21-22=-1454/304, 5-22=-1337/324, 5-6=-1202/325, 6-23=-1338/324, 23-24=-1455/304,
24-25=-1511/296, 7-25=-1661/281, 7-8=-1819/261, 8-26=-1954/236, 9-26=-2051/218,
2-18=-1536/278, 9-11=-1536/278
BOT CHORD 17-18=-310/450, 16-17=-197/1626, 15-16=-197/1626, 14-15=-23/1201, 13-14=-23/1201,
12-13=-81/1626, 11-12=-101/293
WEBS 4-15=-585/250, 5-15=-99/481, 6-13=-78/459, 7-13=-584/250, 2-17=-32/1448,
9-12=-33/1447
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 14-7-1,Exterior(2) 14-7-1 to 18-4-15,
Interior(1) 22-7-14 to 34-2-12zone;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 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)
18=187, 11=187.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T02GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:272018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-dIpJPg?hADVOkK1UlvYFTqHBd9RRqERjY30V_9zGX_E
Scale=1:71.6
W1
T2
T3
T2
W1
B1
ST8ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST8 ST7
ST6
ST5
ST4
ST3
ST2
ST1
T1 T1
B1B2
1
2
3
4
5
6
7 8
9
10
11 12 13 14
15
16
17 18
19
20
21
22
23 24
44 43 42 41 40 39 38 37 3635 34 33
32 31 30 29 28 27 26 25
45
46 47
48
3x4
3x4
3x4
3x4
3x4
3x4
3x4
3x4
3x4 3x4
33-0-0
33-0-0
-1-2-12
1-2-12
0-3-8
0-3-8
14-7-1
14-3-9
18-4-15
3-9-15
33-0-0
14-7-1
34-2-12
1-2-12
1 -3 -5
11
-0 -0
1 -3 -5
11
-0 -0
8.0012
PlateOffsets(X,Y)-- [11:0-2-0,0-2-3], [14:0-2-0,0-2-3]
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
0.26
0.13
0.17
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
0.01
(loc)
24
24
25
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 203 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*
ST8,ST7,ST6,ST5: 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 12-35, 10-37, 9-38, 13-34, 15-32, 16-31
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 33-0-0.
(lb)-Max Horz44=-316(LC 14)
Max UpliftAll uplift 100 lb orless at joint(s) 35, 38, 39, 40, 41, 42, 31, 30, 29,
28, 27 except 44=-201(LC 12), 25=-148(LC 13), 43=-201(LC 16), 26=-183(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 25, 35, 37, 38, 39, 40, 41, 42,
34, 32, 31, 30, 29, 28, 27, 26 except 44=281(LC 31), 43=264(LC 14)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 7-8=-217/258, 8-9=-197/270, 9-10=-281/346, 10-11=-277/336, 11-12=-261/327,
12-13=-261/327, 13-14=-261/327, 14-15=-277/336, 15-16=-281/346, 16-17=-197/270,
17-18=-217/258
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)-1-2-12 to 1-6-0,Exterior(2) 1-6-0 to 14-7-1, Corner(3) 14-7-1 to 21-6-0,
Exterior(2) 21-6-0 to 34-2-12zone;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)All plates are 1.5x4MT20 unless otherwiseindicated.
9)Gablerequirescontinuous bottomchord bearing.
10)Truss to be fullysheathed from one face orsecurely braced againstlateralmovement(i.e. diagonalweb).
11)Gablestudsspaced at 2-0-0 oc.
12)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
13)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 35, 38, 39, 40,
41, 42, 31, 30, 29, 28, 27 except(jt=lb) 44=201, 25=148, 43=201, 26=183.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T02GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:272018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-dIpJPg?hADVOkK1UlvYFTqHBd9RRqERjY30V_9zGX_E
NOTES-
14)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T03
TrussType
PiggybackBase
Qty
3
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:292018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-Zgx3pM1xiql6zeBtsKajYFMLXy0UI5x??NVb31zGX_C
Scale=1:72.5
T2
T3
T2
B1
W3
W4
W5
W6
W5
W4
W3
W1
W2
W1
W2
T1 T4
B3B2
1
2
3
4
5 6
7
8
9
17 16 15 14 13 12 11 10
18
1920
21
22
23
24
25
3x5
5x6
3x5
3x4 3x5
3x5
4x6 3x4
5x6
3x8
3x5
4x6
6x12MT18H
3x4
4x6
3x4
7-5-4
7-5-4
14-7-1
7-1-12
18-4-15
3-9-15
25-6-12
7-1-12
33-0-0
7-5-4
-1-2-12
1-2-12
0-3-8
0-3-8
7-5-4
7-1-12
14-7-1
7-1-12
18-4-15
3-9-15
25-6-12
7-1-12
33-0-0
7-5-4
1 -3 -5
11
-0 -0
1 -3 -5
11
-0 -0
8.0012
PlateOffsets(X,Y)-- [2:0-3-0,0-1-12], [5:0-3-12,0-2-0], [6:0-4-0,0-2-0], [9:0-3-0,0-1-8], [10:Edge,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
1.00
0.54
0.37
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.23
0.06
(loc)
14-16
14-16
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 171 lb FT= 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W3,W1: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-14, 5-12, 7-12
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)17=1248/0-6-0(min. 0-2-8), 10=1176/0-6-0(min. 0-2-7)
Max Horz17=308(LC 13)
Max Uplift17=-186(LC 16), 10=-155(LC 17)
MaxGrav17=1607(LC 39), 10=1534(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-18=-2054/229, 3-18=-1957/238, 3-4=-1821/265, 4-19=-1663/284, 19-20=-1534/296,
20-21=-1456/322, 5-21=-1292/327, 5-6=-1204/328, 6-22=-1343/332, 22-23=-1457/312,
23-24=-1537/301, 7-24=-1666/289, 7-8=-1823/268, 8-25=-1963/242, 9-25=-2056/240,
2-17=-1537/281, 9-10=-1464/224
BOT CHORD 16-17=-319/436, 15-16=-213/1628, 14-15=-213/1628, 13-14=-33/1203, 12-13=-33/1203,
11-12=-141/1636
WEBS 4-14=-585/250, 5-14=-99/481, 6-12=-80/466, 7-12=-594/255, 2-16=-31/1449,
9-11=-76/1490
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)-1-2-12 to 2-0-14,Interior(1) 2-0-14 to 14-7-1,Exterior(2) 14-7-1 to 18-4-15,
Interior(1) 23-1-0 to 32-10-4zone;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 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)
17=186, 10=155.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T04
TrussType
PiggybackBase
Qty
7
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:302018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-1tVS1i1ZT8tzbom3Q15y5SvWrMLi1Y99E1F9bTzGX_B
Scale=1:71.6
T2
T3
T2
B1
W3
W4
W5
W6
W5
W4
W3
W1
W2
W1
W2
T1 T1
B3B2
1
2
3
4 5
6
7
8
16 15 14 13 12 11 10 9
17
1819
20
21
2223
24
3x5
5x6
3x5
3x4 3x5
3x5
4x6 3x4
5x6
3x8
3x5
4x6
4x6
3x4
4x6
3x4
7-5-4
7-5-4
14-7-1
7-1-12
18-4-15
3-9-15
25-6-12
7-1-12
33-0-0
7-5-4
0-3-8
0-3-8
7-5-4
7-1-12
14-7-1
7-1-12
18-4-15
3-9-15
25-6-12
7-1-12
33-0-0
7-5-4
1 -3 -5
11
-0 -0
1 -3 -5
11
-0 -0
8.0012
PlateOffsets(X,Y)-- [1:0-3-0,0-1-8], [4:0-3-12,0-2-0], [5:0-4-0,0-2-0], [8:0-3-0,0-1-8], [9:Edge,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
0.96
0.54
0.37
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.23
0.06
(loc)
13-15
13-15
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 170 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W3,W1: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied, except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-13, 4-11, 6-11
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)16=1177/0-6-0(min. 0-2-7), 9=1177/Mechanical
Max Horz16=-292(LC 12)
Max Uplift16=-155(LC 16), 9=-155(LC 17)
MaxGrav16=1536(LC 38), 9=1536(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-17=-2058/240, 2-17=-1965/242, 2-3=-1826/268, 3-18=-1668/289, 18-19=-1539/301,
19-20=-1459/327, 4-20=-1297/332, 4-5=-1206/330, 5-21=-1298/332, 21-22=-1460/327,
22-23=-1540/301, 6-23=-1668/289, 6-7=-1825/268, 7-24=-1965/242, 8-24=-2058/240,
1-16=-1466/224, 8-9=-1466/224
BOT CHORD 15-16=-290/398, 14-15=-216/1638, 13-14=-216/1638, 12-13=-32/1205, 11-12=-32/1205,
10-11=-141/1638
WEBS 3-13=-595/255, 4-13=-102/488, 5-11=-79/466, 6-11=-594/255, 1-15=-75/1493,
8-10=-76/1492
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 3-5-6,Interior(1) 3-5-6 to 14-7-1,Exterior(2) 14-7-1 to 18-4-15,
Interior(1) 23-1-0 to 32-10-4zone;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)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) except(jt=lb)
16=155, 9=155.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T04GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:322018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-zFdCSO3p?l7gq6wRYS8QAt_u_A2NVIAShLkGgMzGX_9
Scale=1:72.1
T2
T3
T2
B1
W3
W4
W5
W6
W5
W4
W3
W1
W2
W1
W2
ST6
ST7
ST4
ST5
ST3ST2
ST1 ST8
ST9
ST10
ST11
ST12 ST13 ST14
ST15T1
B3B2
1
2
3
4 5
6
7
8
19 18 17 16 15 14 12 11 10 9
44
4546
47
48
4950
51
13
3x5
5x6
3x5
3x4 3x4
3x5
4x4 3x4
5x6
3x8
3x5
4x4
4x6
3x4
4x4
2x42x4
2x4
2x4
3x4
7-5-4
7-5-4
14-7-1
7-1-12
18-4-15
3-9-15
19-11-8
1-6-9
25-6-12
5-7-4
33-0-0
7-5-4
0-3-8
0-3-8
7-5-4
7-1-12
14-7-1
7-1-12
18-4-15
3-9-15
25-6-12
7-1-12
33-0-0
7-5-4
1 -3 -5
11
-0 -0
1 -3 -5
11
-0 -0
8.0012
PlateOffsets(X,Y)-- [1:0-3-0,0-1-8], [4:0-3-12,0-2-0], [5:0-3-12,0-2-0], [8:Edge,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
0.86
0.46
0.97
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.18
0.02
(loc)
9-10
18-19
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 250 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W3,W1: 2x4SPFStud
OTHERS 2x4SPFStud*Except*
ST6,ST5,ST3,ST8: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-1-0 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-16, 4-14, 5-14
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 13-4-0 except(jt=length) 19=0-6-0, 13=0-3-8.
(lb)-Max Horz19=-292(LC 12)
Max UpliftAll uplift 100 lb orless at joint(s) 9, 11, 13 except 19=-129(LC 16),
10=-152(LC 17), 12=-107(LC 38)
MaxGravAllreactions 250 lb orless at joint(s) 12, 11 except 19=1093(LC 38),
10=1490(LC 38), 9=281(LC 54), 13=363(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-44=-1402/173, 2-44=-1309/175, 2-3=-1169/202, 3-45=-952/215, 45-46=-824/227,
46-47=-743/254, 4-47=-611/258, 4-5=-465/253, 5-48=-451/232, 48-49=-519/227,
49-50=-600/201, 6-50=-729/189, 1-19=-1024/179
BOT CHORD 18-19=-291/394, 17-18=-184/1109, 16-17=-184/1109, 15-16=-95/610, 14-15=-95/610
WEBS 3-16=-648/259, 4-16=-101/559, 4-14=-542/126, 6-14=-68/538, 6-10=-1330/270,
1-18=-20/952
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 3-5-6,Interior(1) 3-5-6 to 14-7-1,Exterior(2) 14-7-1 to 18-4-15,
Interior(1) 23-1-0 to 32-10-4zone;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)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)Provide adequate drainage to preventwater ponding.
7)All plates are 1.5x4MT20 unless otherwiseindicated.
8)Gablestudsspaced at 2-0-0 oc.
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) 9, 11, 13 except
(jt=lb) 19=129, 10=152, 12=107.
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T04GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:322018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-zFdCSO3p?l7gq6wRYS8QAt_u_A2NVIAShLkGgMzGX_9
NOTES-
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T05
TrussType
Common
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:332018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-RSBafk4Sm3FXSFVe5Affj5X9haLjEnSbw?TpCozGX_8
Scale=1:50.7
T1
T2
B1
W3 W4
W5 W6
W7
W8 W9W1
W2
W11
W10B2
1
2
3
4
5
6
7
14 13 12 11 10 9 8
15
16 17 18
193x8
5x8
3x4 3x4
3x5
4x4
3x4
2x4
6x8
3x5
4x10 3x5
6x10
5-2-4
5-2-4
10-1-0
4-10-12
13-4-3
3-3-3
16-7-5
3-3-3
20-2-0
3-6-11
0-3-8
0-3-8
5-2-4
4-10-12
10-1-0
4-10-12
13-4-3
3-3-3
16-7-5
3-3-3
20-2-0
3-6-11
21-4-12
1-2-12
1 -3 -5
8 -0 -0
1 -3 -5
8.0012
PlateOffsets(X,Y)-- [6:0-4-10,0-3-0], [8:Edge,0-5-8], [9:0-3-8,0-2-0]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.48
0.65
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.12
0.04
(loc)
10
9-10
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 116 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*
T2: 2x6SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W5,W6,W2: 2x4SPF No.2, W11: 2x6SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-10-0 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 9-9-4 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)14=1115/0-6-0(min. 0-2-0), 8=2672/0-6-0(min. 0-5-0)
Max Horz14=-230(LC 14)
Max Uplift14=-197(LC 16), 8=-581(LC 17)
MaxGrav14=1259(LC 30), 8=3186(LC 30)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-15=-1574/247, 2-15=-1485/266, 2-16=-1463/306, 16-17=-1396/319, 3-17=-1389/336,
3-18=-2211/534, 4-18=-2406/551, 4-5=-2630/477, 5-19=-2933/519, 6-19=-3410/585,
1-14=-1208/222, 6-8=-3132/595
BOT CHORD 13-14=-193/284, 12-13=-193/284, 11-12=-222/1386, 10-11=-113/1245, 9-10=-366/2470,
8-9=-79/473
WEBS 3-10=-463/1647, 4-10=-882/293, 5-10=-846/247, 5-9=-564/134, 1-12=-139/1172,
6-9=-303/2087
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 10-1-0,Exterior(2) 10-1-0 to 13-4-3
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(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)
14=197, 8=581.
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
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T05
TrussType
Common
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:332018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-RSBafk4Sm3FXSFVe5Affj5X9haLjEnSbw?TpCozGX_8
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-3=-51, 5-6=-401(F=-350), 6-7=-51, 8-14=-20
Trapezoidal Loads(plf)
Vert: 3=-51(F=-0)-to-5=-402(F=-352)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T05GE
TrussType
Common SupportedGable
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:342018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-wekyt354XMNO4P4qftAuFI3PTzqWzO7l9fDMkFzGX_7
Scale=1:50.7
W1
T1
T2
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
10
11
12
23 22 21 20 19 18 17 16 15 14 13
24
2x4
3x4
4x4
2x4
3x4
5x6
20-2-0
20-2-0
0-3-8
0-3-8
10-1-0
9-9-8
20-2-0
10-1-0
21-4-12
1-2-12
1 -3 -5
8 -0 -0
1 -3 -5
8.0012
PlateOffsets(X,Y)-- [21:0-3-0,0-3-0]
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-R
0.15
0.10
0.24
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
0.00
(loc)
12
12
13
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 101 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*
ST5: 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 accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 20-2-0.
(lb)-Max Horz23=-229(LC 12)
Max UpliftAll uplift 100 lb orless at joint(s) 23, 13, 19, 20, 21, 17, 16, 15 except 22=-125(LC 16), 14=-127(LC
17)
MaxGravAllreactions 250 lb orless at joint(s) 23, 13, 18, 19, 20, 21, 17, 16, 15, 14 except 22=250(LC 30)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 5-6=-230/272, 6-7=-230/272
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) 0-1-12 to 3-1-12,Exterior(2) 3-1-12 to 10-1-0, Corner(3) 10-1-0 to 13-1-0
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=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
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)All plates are 1.5x4MT20 unless otherwiseindicated.
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)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 23, 13, 19, 20,
21, 17, 16, 15 except(jt=lb) 22=125, 14=127.
13)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T06
TrussType
PiggybackBase
Qty
5
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:362018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-s1sjIl6K3_d6JjDDnICMKj9binOMRB51cyiTp7zGX_5
Scale=1:79.2
T1
T2
T3
B1
B3
B2W4
W3
W5
W6
W7 W8 W9
W8
W7
W6
W5W1
W2
W11
W10
T4
B5B4
12
3
4 5 6
7
8
9
21
20
19 18 17 16
15
14
13
12 11 10
22
23
24
25 26
27
28
2x4
5x6
3x6
4x6
2x4
3x64x4
5x8
3x10
3x4 3x8
5x6 1.5x4
3x4
3x5
3x8
3x5
3x4
5x6
3x6
1-0-0
1-0-0
5-10-14
4-10-14
12-6-11
6-7-12
17-5-13
4-11-3
22-5-0
4-11-3
29-0-12
6-7-12
36-0-0
6-11-4
0-3-8
0-3-8
1-0-0
0-8-8
5-10-14
4-10-14
12-6-11
6-7-12
17-5-13
4-11-3
22-5-0
4-11-3
29-0-12
6-7-12
36-0-0
6-11-4
2 -1 -9
10
-6 -0
11
-6 -0
2 -5 -5
1 -0 -0
11
-6 -0
8.0012
PlateOffsets(X,Y)-- [4:0-3-12,0-2-0], [6:0-3-12,0-2-0], [10:Edge,0-1-8], [11:0-3-8,0-1-8], [20:0-6-4,0-2-8]
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
0.81
0.52
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.17
0.06
(loc)
12
11-12
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 220 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2 *Except*
B3: 2x4SPFStud
WEBS 2x4SPFStud*Except*
W6,W7,W8,W9: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.Except:
10-0-0 oc bracing: 18-20
WEBS 1 Row at midpt 3-20, 3-16, 5-14, 6-14, 7-12
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)21=1327/0-6-0(min. 0-2-8), 10=1312/0-6-0(min. 0-2-7)
Max Horz21=-312(LC 12)
Max Uplift21=-135(LC 16), 10=-153(LC 17)
MaxGrav21=1610(LC 38), 10=1569(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-22=-797/175, 22-23=-732/179, 3-23=-608/199, 3-24=-1522/316, 4-24=-1333/356,
4-25=-1164/366, 5-25=-1164/366, 5-26=-1164/366, 6-26=-1164/366, 6-27=-1380/361,
27-28=-1550/321, 7-28=-1575/316, 7-8=-1508/274, 8-9=-1741/248, 9-10=-1505/246
BOT CHORD 20-21=-259/684, 2-20=-33/886, 16-17=-181/1209, 15-16=-139/1104, 14-15=-139/1104,
13-14=-77/1141, 12-13=-77/1141, 11-12=-163/1375
WEBS 17-20=-174/1116, 3-20=-939/90, 4-16=-61/288, 4-14=-172/370, 5-14=-524/169,
6-14=-176/299, 6-12=-92/408, 7-12=-406/222, 7-11=-288/130, 2-21=-1496/224,
9-11=-128/1382
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 3-8-15,Interior(1) 3-8-15 to 12-6-11,Exterior(2) 12-6-11 to 27-6-1,
Interior(1) 27-6-1 to 35-10-4zone;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)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=135, 10=153.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T06GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:392018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-GbYrwn8DMv?hAAyoSQm3yMn7M_QPeZSUIww7QSzGX_2
Scale=1:82.3
T2
T3
T2
B1
B3
B2W4
W3 W5 W6
W7 W8 W9 W9
W8
W7 W6
W5W1
W2
W11
W10
ST11
ST12
ST9
ST10
ST7
ST8
ST5
ST6ST4
ST2ST3ST1
ST11
ST12
ST9 ST7
ST5
ST6
ST13 ST14
ST15
ST16
B5B4
1 2
3
4
5
6 7 8 9
10
11
12
13
30
29
28 27 26 25 24 23 22
21
20 19 18
17
16 15 14
63
64 65
66
67
5x6
5x6
5x6
4x6
2x4 3x6
4x4
5x12
3x10
3x4
3x4
5x6
3x4 3x4
3x5
3x5
2x4
3x4
3x4
4x62x4
2x4
2x4
2x4
2x4
3x6
1-0-0
1-0-0
5-10-14
4-10-14
7-9-0
1-10-2
12-6-11
4-9-10
14-6-0
1-11-6
16-5-13
1-11-13
18-5-13
2-0-0
22-5-0
3-11-3
29-0-12
6-7-12
36-0-0
6-11-4
-1-2-12
1-2-12
0-3-8
0-3-8
1-0-0
0-8-8
5-10-14
4-10-14
12-6-11
6-7-12
16-5-13
3-11-3
18-5-13
2-0-0
22-5-0
3-11-3
29-0-12
6-7-12
36-0-0
6-11-4
37-2-12
1-2-12
2 -1 -9
10
-6 -0
11
-6 -0
2 -5 -5
1 -0 -0
11
-6 -0
8.0012
PlateOffsets(X,Y)-- [4:0-0-0,0-1-12], [4:0-2-12,0-3-4], [6:0-3-12,0-2-0], [9:0-3-12,0-2-0], [11:0-2-12,0-3-4], [11:0-0-0,0-1-12], [12:0-3-0,0-1-12], [42:0-2-2,0-0-0], [59:0-2-2
,0-0-0], [62:0-1-11,0-0-12]
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
0.72
0.56
0.55
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.20
0.04
(loc)
16-18
16-18
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 332 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2 *Except*
B3: 2x4SPFStud
WEBS 2x4SPF No.2 *Except*
W4,W3,W5,W1,W2,W11,W10: 2x4SPFStud
OTHERS 2x4SPFStud*Except*
ST9: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-4-1 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.Except:
6-0-0 oc bracing: 27-29
WEBS 1 Row at midpt 6-22, 7-19, 8-18, 9-18, 10-16
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 13-6-0 except(jt=length) 30=0-6-0, 14=0-6-0, 20=0-3-8, 20=0-3-8.
(lb)-Max Horz30=333(LC 15)
Max UpliftAll uplift 100 lb orless at joint(s) 27, 26, 25, 20, 20 except
22=-169(LC 13), 30=-108(LC 12), 14=-200(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 23, 24, 20 except 27=355(LC 47),
27=296(LC 1), 26=617(LC 39), 22=540(LC 39), 30=478(LC 39), 14=1366(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 5-63=-799/223, 6-63=-608/263, 6-7=-755/307, 7-64=-755/307, 64-65=-755/307,
8-65=-755/307, 8-9=-755/307, 9-66=-986/312, 10-66=-1179/272, 10-11=-1172/238,
11-67=-1310/212, 12-67=-1405/207, 12-14=-1301/263
BOT CHORD 29-30=-220/277, 27-29=-294/116, 25-26=-113/436, 24-25=-113/436, 23-24=-113/436,
22-23=-113/436, 21-22=-33/512, 20-21=-33/512, 19-20=-33/512, 18-19=-24/755,
17-18=0/813, 16-17=0/813, 15-16=-74/1090
WEBS 26-29=-118/388, 5-29=-462/127, 5-26=-588/122, 5-22=-68/281, 6-22=-599/121,
6-19=-126/743, 7-19=-434/121, 9-18=-345/85, 9-16=-98/471, 10-16=-438/215,
3-30=-387/111, 12-15=-43/1072
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)-1-2-12 to 2-4-7,Interior(1) 2-4-7 to 12-6-11,Exterior(2) 12-6-11 to 27-6-1,
Interior(1) 27-6-1 to 37-2-12zone;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.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T06GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:402018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-ko6E779r7C7YoKX_08HIVZJI6OmeN0idXaghyuzGX_1
NOTES-
7)Provide adequate drainage to preventwater ponding.
8)All plates are 1.5x4MT20 unless otherwiseindicated.
9)Gablestudsspaced at 2-0-0 oc.
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) 27, 26, 25, 20 except(jt=lb) 22=169, 30=108, 14=200.
12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T07
TrussType
PiggybackBase
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:412018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-C_gcLTATtWFPQU6AZroX1nsTAo8A6VgmmEPEULzGX_0
Scale=1:74.5
T1
T2
T3
B1
B3
B2
W4
W3
W5 W6 W7
W6
W5
W8
W9
W1
W2
W11
W10
T4
B4
1
2 3 4 5
6
7
8
18
17
16 15 14 13
12
11 10 9
19 20
21
22
23
1.5x4
4x10 5x6
3x6
3x4
3x5
1.5x4
3x43x4
4x8
4x8
1.5x4
3x4
3x5
3x4 3x4
4x6
1-0-0
1-0-0
2-6-10
1-6-10
7-5-13
4-11-3
12-5-0
4-11-3
19-0-12
6-7-12
26-0-0
6-11-4
0-3-8
0-3-8
1-0-0
0-8-8
2-6-10
1-6-10
7-5-13
4-11-3
12-5-0
4-11-3
19-0-12
6-7-12
26-0-0
6-11-4
8 -9 -910
-6 -0
11
-6 -0
2 -5 -5
1 -0 -0
11
-6 -0
8.0012
PlateOffsets(X,Y)-- [3:0-7-0,0-1-8], [5:0-3-12,0-2-0], [17:0-6-0,0-2-8]
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
0.76
0.42
0.44
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.15
0.01
(loc)
9-10
9-10
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 200 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W4,W9,W11,W10: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-4-10 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.Except:
10-0-0 oc bracing: 15-17
WEBS 1 Row at midpt 3-17, 3-14, 4-13, 5-13, 6-11, 1-18, 2-18
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)18=993/0-6-0(min. 0-1-11), 9=939/0-6-0(min. 0-1-13)
Max Horz18=-298(LC 17)
Max Uplift18=-111(LC 17), 9=-97(LC 17)
MaxGrav18=1095(LC 37), 9=1155(LC 38)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-19=-547/197, 4-19=-547/197, 4-20=-547/197, 5-20=-547/197, 5-21=-758/211,
21-22=-807/185, 6-22=-955/171, 6-7=-990/148, 7-23=-1141/123, 8-23=-1236/122,
8-9=-1092/134
BOT CHORD 17-18=-242/301, 2-17=-146/885, 13-14=-120/284, 12-13=-18/623, 11-12=-18/623,
10-11=-55/950
WEBS 14-17=-149/293, 3-17=-851/328, 3-13=-167/795, 4-13=-531/172, 5-13=-435/146,
5-11=-103/474, 6-11=-504/238, 2-18=-887/205, 8-10=-14/932
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 6-9-9,Interior(1) 6-9-9 to 12-5-0,Exterior(2) 12-5-0 to 16-7-14
zone;cantileverright exposed ; end verticalright 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)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) 9 except(jt=lb)
18=111.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T08
TrussType
PiggybackBase
Qty
3
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:422018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-hAD_YoB5eqNG1ehM7YJma_Pe1CUCryvw_u9n0nzGX_?
Scale=1:76.3
W1
T1
T2
B1
B3
B2
W1
W4
W3
W5
W6
W7
W9
W8
T3
B4
W2
1 23 4
5
6
7
16 14
13
15 12
11
10 9 8
17 18 19
20
21
22
1.5x4
1.5x4 5x6
3x8
3x5
3x5
3x4
1.5x4
3x4
4x8
4x10
3x5
3x4 3x4
3x8
1-0-0
1-0-0
1-3-0
0-3-0
2-0-0
0-9-0
8-5-0
6-5-0
15-0-12
6-7-12
22-0-0
6-11-4
0-3-8
0-3-8
1-3-0
0-11-8
2-0-0
0-9-0
8-5-0
6-5-0
15-0-12
6-7-12
22-0-0
6-11-4
10
-6 -0
11
-6 -0
2 -5 -5
1 -0 -0
11
-6 -0
8.0012
PlateOffsets(X,Y)-- [4:0-3-12,0-2-0], [13:0-8-4,0-2-4]
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
0.76
0.36
0.45
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.15
0.01
(loc)
8-9
8-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 161 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W4,W7,W9,W8: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-0-2 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.Except:
10-0-0 oc bracing: 12-13
WEBS 1 Row at midpt 1-16, 4-13, 5-10, 3-14
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)14=905/0-6-0(min. 0-1-10), 8=727/0-6-0(min. 0-1-8)
Max Horz14=-336(LC 17)
Max Uplift14=-168(LC 12), 8=-47(LC 17)
MaxGrav14=1041(LC 34), 8=955(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 4-20=-419/99, 20-21=-476/80, 5-21=-673/76, 5-6=-747/59, 6-22=-899/34, 7-22=-993/33,
7-8=-892/82
BOT CHORD 13-14=-346/370, 3-13=-80/337, 9-10=0/748
WEBS 2-14=-103/317, 4-13=-673/247, 4-10=-134/512, 5-10=-542/253, 7-9=0/720,
3-14=-879/233
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 8-5-0,Exterior(2) 8-5-0 to 11-5-0
zone;cantileverright exposed ; end verticalright 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) 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)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 8 except(jt=lb)
14=168.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T09
TrussType
PIGGYBACK BASE GIRDE
Qty
1
Ply
2
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:442018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-dZLkzUCLARezHyrlFzLEfPU3Q?9rJn8DSCeu4fzGWzz
Scale=1:76.3
W1
T1
T2
B1
B3
B2
W1
W4
W3
W5
W6
W7
W8 W9
W10 W11 W13
W12
W2
T3
B4
1 23 4 5
6
7
8
9
20 18
17
19 16 15 14 13
12
11 10
21 22
23
24
1.5x4
1.5x4 8x8
4x6
4x4
1.5x4
3x4
1.5x4
3x4
4x8
4x10
4x4
4x4
3x5
3x4
3x5
3x8 3x4
4x10
1-3-0
1-3-0
2-0-0
0-9-0
5-2-8
3-2-8
8-5-0
3-2-8
12-10-2
4-5-3
17-3-5
4-5-3
22-0-0
4-8-11
0-3-8
0-3-8
1-3-0
0-11-8
2-0-0
0-9-0
5-2-8
3-2-8
8-5-0
3-2-8
12-10-2
4-5-3
17-3-5
4-5-3
22-0-0
4-8-11
10
-6 -0
11
-6 -0
2 -5 -5
1 -0 -0
11
-6 -0
8.0012
PlateOffsets(X,Y)-- [5:0-5-12,0-2-0], [11:0-3-8,0-1-8], [17:0-8-4,0-2-4]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.38
0.42
0.72
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.14
0.02
(loc)
13-14
13-14
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 410 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x6SPF No.2 *Except*
T1: 2x4SPF No.2
BOT CHORD2x4SPF No.2 *Except*
B1: 2x4SP 2400F 2.0E
WEBS 2x4SPF No.2 *Except*
W4,W10,W11,W12: 2x4SPFStud,W13: 2x6SPF 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.Except:
10-0-0 oc bracing: 16-17
WEBS 1 Row at midpt 1-20, 4-17, 5-15
REACTIONS.(lb/size)18=2884/0-6-0(min. 0-1-8), 10=4000/0-6-0(min. 0-3-6)
Max Horz18=-338(LC 13)
Max Uplift18=-580(LC 8), 10=-727(LC 13)
MaxGrav18=3057(LC 30), 10=4293(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 4-5=-891/224, 5-23=-1800/385, 6-23=-2531/483, 6-7=-2697/507, 7-8=-3692/641,
8-24=-3379/538, 9-24=-4098/675, 9-10=-4236/748
BOT CHORD 17-18=-208/340, 3-17=-313/1462, 15-16=-62/449, 14-15=-237/1568, 13-14=-335/2647,
12-13=-480/3032, 11-12=-480/3032
WEBS 15-17=-120/552, 4-17=-2686/685, 4-15=-545/2155, 5-15=-2298/544, 5-14=-479/2120,
6-14=-2324/598, 6-13=-135/595, 8-13=-657/244, 8-11=-1298/266, 9-11=-471/3152,
3-18=-1546/332
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: 2x4- 1 row 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 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;cantileverright exposed ; end verticalright exposed; Lumber DOL=1.60 plate grip DOL=1.60
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)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)
18=580, 10=727.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)StandardContinued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T09
TrussType
PIGGYBACK BASE GIRDE
Qty
1
Ply
2
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:442018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-dZLkzUCLARezHyrlFzLEfPU3Q?9rJn8DSCeu4fzGWzz
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-21=-61, 9-23=-401, 17-20=-20, 16-19=-20, 10-16=-20
Trapezoidal Loads(plf)
Vert: 21=-61-to-5=-325, 5=-315-to-23=-401
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T10
TrussType
Jack-Closed
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:452018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-5lv6AqDzxlmqu5PxohtTCd0CdPWn2LAMgsNSc6zGWzy
Scale=1:22.4
T1
W3
B1
W1 W2
1
2
3
4
6 5
10
11
2x4
3x4
3x4
1.5x4 5x6
2-5-1
2-5-1
4-10-0
2-4-15
-1-2-12
1-2-12
0-3-8
0-3-8
2-5-1
2-1-9
4-10-0
2-4-15
0 -5 -5
3 -8 -0
8.0012
PlateOffsets(X,Y)-- [3:0-1-12,0-1-8], [4:0-2-0,0-0-4], [5:0-3-0,0-2-12]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.48
0.37
0.28
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.01
(loc)
6-9
6-9
5
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.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-10-0 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)2=1096/0-6-0(min. 0-2-0), 5=1412/Mechanical
Max Horz2=142(LC 15)
Max Uplift2=-254(LC 16), 5=-355(LC 16)
MaxGrav2=1294(LC 30), 5=1728(LC 30)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-10=-1330/312, 3-10=-791/206, 3-11=-338/116, 4-5=-997/303
BOT CHORD 2-6=-313/953, 5-6=-313/953
WEBS 3-5=-1169/339
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 4-8-4zone;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)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)
2=254, 5=355.
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) 633 lb down and 155 lb up at
4-8-4 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, 5-7=-20
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T10
TrussType
Jack-Closed
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:452018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-5lv6AqDzxlmqu5PxohtTCd0CdPWn2LAMgsNSc6zGWzy
LOADCASE(S)Standard
Concentrated Loads(lb)
Vert: 4=-520
Trapezoidal Loads(plf)
Vert: 2=-471-to-4=-311
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T11
TrussType
Common
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:462018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-ZyTVOAEci2uhWF_8MOOikqZQSpuzmnRWvW7?8YzGWzx
Scale=1:65.2
T1
T2
B1
W5
W4 W3W4W3
W1 W2 W1
W2B2
1
2
3
4
5
6
12 11 10 9 8 7
13
14
15 16
17
18
3x4
4x4
3x5 3x4 3x8
3x4
4x4
3x4
4x4
3x5
3x4
4-4-12
4-4-12
9-8-0
5-3-5
14-11-5
5-3-4
19-4-0
4-4-12
0-3-8
0-3-8
4-4-12
4-1-4
9-8-0
5-3-5
14-11-5
5-3-4
19-4-0
4-4-12
20-8-12
1-4-12
0 -10
-8
10
-6 -8
0 -10
-8
12.0012
PlateOffsets(X,Y)-- [1:0-0-12,0-1-8], [2:0-1-4,0-1-8], [4:0-1-4,0-1-8], [5:0-0-12,0-1-8], [7:0-3-0,0-1-8], [12:0-3-0,0-1-8]
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-MSH
0.28
0.25
0.35
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.05
-0.06
0.01
(loc)
9-11
9-11
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 104 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing,Except:
6-0-0 oc bracing: 7-8.
WEBS 1 Row at midpt 3-9
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)12=671/0-4-0(min. 0-1-8), 7=756/0-4-0(min. 0-1-8)
Max Horz12=-301(LC 12)
Max Uplift12=-80(LC 17), 7=-108(LC 17)
MaxGrav12=758(LC 2), 7=858(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-13=-841/603, 2-13=-679/624, 2-14=-636/529, 14-15=-552/533, 3-15=-546/554,
3-16=-541/545, 16-17=-552/524, 4-17=-635/520, 4-18=-673/613, 5-18=-836/582,
1-12=-718/514, 5-7=-818/584
BOT CHORD 11-12=-268/320, 10-11=-294/566, 9-10=-294/566, 8-9=-292/533
WEBS 3-9=-628/526, 4-9=-329/307, 2-9=-331/312, 1-11=-260/458, 5-8=-282/493
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 9-8-0,Exterior(2) 9-8-0 to 12-8-0
zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchleft 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)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) 12 except(jt=lb)
7=108.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T11GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:472018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-181tbWFETM0Y8PZKw6vxH26a6DF8VHpf8AsYh_zGWzw
Scale=1:74.2
W2
T1 T1
W2B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
B2
ST1
W1
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21
20 19 18 17 16 15 14
3x8
4x4
3x8
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4 1.5x4
19-4-0
19-4-0
-1-4-12
1-4-12
0-3-8
0-3-8
9-8-0
9-4-8
19-4-0
9-8-0
20-8-12
1-4-12
0 -10
-8
10
-6 -8
0 -10
-8
12.0012
PlateOffsets(X,Y)-- [2:0-1-12,0-1-12], [12:0-1-12,0-1-12], [12:Edge,0-3-8], [14:0-0-0,0-1-12], [24:0-0-0,0-1-12]
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-R
0.35
0.19
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.01
(loc)
13
13
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 115 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*
ST4: 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.
WEBS 1 Row at midpt 6-19, 8-18
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 19-4-0.
(lb)-Max Horz24=314(LC 15)
Max UpliftAll uplift 100 lb orless at joint(s) 24, 14, 19, 22, 18, 16 except
20=-151(LC 16), 23=-273(LC 16), 17=-153(LC 17), 15=-271(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 19, 20, 22, 23, 18, 17, 16, 15
except 24=378(LC 32), 14=373(LC 33)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-24=-306/220, 2-3=-447/309, 3-4=-292/180, 10-11=-287/176, 11-12=-441/313,
12-14=-303/223
BOT CHORD 23-24=-258/348, 22-23=-258/348, 21-22=-258/348, 20-21=-258/348, 19-20=-258/348,
18-19=-258/348, 17-18=-258/348, 16-17=-258/348, 15-16=-258/348, 14-15=-258/348
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 and C-C Corner(3)-1-4-12 to 1-8-0,Exterior(2) 1-8-0 to 9-8-0, Corner(3) 9-8-0 to 12-8-0zone;
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=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
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)Gablerequirescontinuous bottomchord bearing.
8)Truss to be fullysheathed from one face orsecurely braced againstlateralmovement(i.e. diagonalweb).
9)Vertical gablestudsspaced at 2-0-0 oc and horizontal gablestudsspaced at 2-0-0 oc.
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) 24, 14, 19, 22,
18, 16 except(jt=lb) 20=151, 23=273, 17=153, 15=271.
12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T11GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:472018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-181tbWFETM0Y8PZKw6vxH26a6DF8VHpf8AsYh_zGWzw
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T12
TrussType
PiggybackBase
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:492018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-zX8d0CGU?zGGNjjj1XxPMTBs10pIz?IybULfltzGWzu
Scale=1:80.1
T1
T2
T4
B1
B2
B3
W3
W5
W4
W6 W7 W6 W7
W6
W8
W9 W10
W11 W12W1
W2
T3
T5
B5B4
1
2 3 4 5 6 7
8
9
10
11
12
23 22 21
20 19 18 17 16 15 14 13
27 28 29
30
31
32
33
6x6 4x8
6x6
3x6
3x4 2x4
5x6
4x8
5x8
8x8
4x4
4x4
4x8
2x4
4x4
3x4
4x4
3x4
2x4
5x6
4x8 4x6
5-10-0
5-10-0
7-8-0
1-10-0
13-1-7
5-5-7
18-8-9
5-7-3
24-2-0
5-5-7
29-5-1
5-3-1
34-8-2
5-3-1
40-4-0
5-7-14
0-3-8
0-3-8
5-10-0
5-6-8
7-8-0
1-10-0
13-1-7
5-5-7
18-8-9
5-7-3
24-2-0
5-5-7
29-5-1
5-3-1
34-8-2
5-3-1
40-4-0
5-7-14
41-6-12
1-2-12
7 -7 -0
10
-6 -0
0 -5 -0
2 -0 -0
10
-6 -0
6.0012
PlateOffsets(X,Y)-- [2:0-3-4,0-1-8], [7:0-3-0,0-2-7], [20:0-5-12,0-5-8]
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
0.58
0.59
0.91
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.36
0.20
(loc)
18
16-18
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 264 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*
T2,T3: 2x6SPF No.2
BOT CHORD2x6SPF No.2 *Except*
B1,B2: 2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W5,W10,W11,W12: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-6 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:
6-0-0 oc bracing: 20-21.
1 Row at midpt 3-20
WEBS 1 Row at midpt 2-22, 7-18, 1-23
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)23=1529/0-6-0(min. 0-2-10), 11=1562/0-6-0(min. 0-2-10)
Max Horz23=-285(LC 17)
Max Uplift23=-161(LC 13), 11=-204(LC 17)
MaxGrav23=1654(LC 38), 11=1691(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-27=-979/214, 2-27=-926/230, 2-3=-1323/279, 3-28=-1999/383, 4-28=-1999/383,
4-5=-2192/433, 5-29=-2192/433, 6-29=-2192/433, 6-7=-2196/434, 7-8=-2226/447,
8-30=-2509/456, 30-31=-2569/454, 9-31=-2584/441, 9-10=-2662/437, 10-32=-2943/438,
32-33=-2999/425, 11-33=-3056/422, 1-23=-1611/351
BOT CHORD 22-23=-80/284, 3-20=-1224/273, 19-20=-79/1334, 18-19=-137/1999, 17-18=-130/1952,
16-17=-130/1952, 15-16=-251/2312, 14-15=-251/2312, 13-14=-312/2682,
11-13=-312/2682
WEBS 2-22=-1908/198, 20-22=-37/1225, 2-20=-197/2206, 3-19=-184/1164, 4-19=-817/224,
4-18=-109/422, 6-18=-532/174, 7-18=-180/430, 7-16=-94/683, 8-16=-789/215,
8-14=-10/350, 10-14=-438/152, 1-22=-213/1393
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 4-2-2,Interior(1) 4-2-2 to 5-10-0,Exterior(2) 5-10-0 to 29-10-7,
Interior(1) 29-10-7 to 41-6-12zone;cantileverright exposed ; end verticalright 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.
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T12
TrussType
PiggybackBase
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:492018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-zX8d0CGU?zGGNjjj1XxPMTBs10pIz?IybULfltzGWzu
NOTES-
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 23=161, 11=204.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T13
TrussType
PiggybackBase
Qty
5
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:502018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-Sji?EYH6mHO7?tIvbESevgk3_Q9niSz5q85CHJzGWzt
Scale=1:82.2
T1
T2
T4
B1
B2
B3
W3 W4
W5
W7
W6
W8 W9 W8 W9 W8 W10
W11 W12
W13 W14W1
W2
T3
T5
B5B4
1
2
3 4 5 6 7 8
9
10
11
12
13
25 24 23 22
21 20 19 18 17 16 15 14
29
30 31 32
33
34
35
36
6x6 4x8 6x6
3x6
3x4 2x4
5x6
4x8
4x4
5x6
6x8
8x10
4x4
4x4
4x8
2x4
4x4
3x4
4x4
3x4
2x4
5x6
4x8 4x6
4-3-12
4-3-12
8-4-0
4-0-4
10-2-0
1-10-0
15-7-7
5-5-7
21-2-9
5-7-3
26-8-0
5-5-7
31-11-1
5-3-1
37-2-2
5-3-1
42-10-0
5-7-14
0-3-8
0-3-8
4-3-12
4-0-4
8-4-0
4-0-4
10-2-0
1-10-0
15-7-7
5-5-7
21-2-9
5-7-3
26-8-0
5-5-7
31-11-1
5-3-1
37-2-2
5-3-1
42-10-0
5-7-14
44-0-12
1-2-12
6 -4 -0
10
-6 -0
0 -5 -0
2 -0 -0
10
-6 -0
6.0012
PlateOffsets(X,Y)-- [3:0-3-12,0-1-8], [8:0-3-0,0-2-7], [21:0-7-0,0-5-8]
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
0.50
0.64
0.95
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.42
0.23
(loc)
19
17-19
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 285 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*
T2,T3: 2x6SPF No.2
BOT CHORD2x6SPF No.2 *Except*
B1,B2: 2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W7,W12,W13,W14,W1: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-0-13 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:
6-0-0 oc bracing: 21-22.
1 Row at midpt 4-21
WEBS 1 Row at midpt 2-24, 3-23, 1-25
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)25=1611/0-6-0(min. 0-2-11), 12=1658/0-6-0(min. 0-2-13)
Max Horz25=-290(LC 14)
Max Uplift25=-140(LC 13), 12=-222(LC 17)
MaxGrav25=1697(LC 2), 12=1791(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-29=-936/258, 2-29=-901/278, 2-3=-1352/386, 3-4=-1727/421, 4-30=-2339/485,
30-31=-2339/485, 5-31=-2339/485, 5-6=-2460/504, 6-32=-2460/504, 7-32=-2460/504,
7-8=-2463/506, 8-9=-2447/489, 9-33=-2740/497, 33-34=-2800/493, 10-34=-2801/482,
10-11=-2867/478, 11-35=-3137/480, 35-36=-3192/466, 12-36=-3250/466, 1-25=-1655/345
BOT CHORD 23-24=-103/810, 4-21=-1150/273, 20-21=-175/1739, 19-20=-218/2339, 18-19=-163/2151,
17-18=-163/2151, 16-17=-287/2506, 15-16=-287/2506, 14-15=-347/2855,
12-14=-347/2855
WEBS 2-24=-1110/289, 2-23=-148/874, 3-23=-1985/188, 21-23=-160/1717, 3-21=-268/2519,
4-20=-180/1050, 5-20=-719/221, 5-19=-87/308, 7-19=-533/175, 8-19=-173/555,
8-17=-93/681, 9-17=-786/215, 9-15=-10/348, 11-15=-426/151, 1-24=-268/1426
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 4-3-12,Interior(1) 4-3-12 to 8-4-0,Exterior(2) 8-4-0 to 32-8-11,
Interior(1) 32-8-11 to 44-0-12zone;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 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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T13
TrussType
PiggybackBase
Qty
5
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:502018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-Sji?EYH6mHO7?tIvbESevgk3_Q9niSz5q85CHJzGWzt
NOTES-
8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 25=140, 12=222.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T14
TrussType
Hip
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:522018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-O6qmeDIMIuerEASHjfV6_5pRkEtyANbOHSaJMCzGWzr
Scale=1:100.1
0 -1 -11
0 -1 -11
T2
T3
T4
B1
B3
B4W1W2
W3
W5
W4
W6
W7
W6
W7 W6 W8
W9 W10
W11 W12
HW1
T1
T5
B2
B6B5
1 2
3
4
5
6
7 8 9 10
11
12
13
14 15
27 26 25 24
23 22 21 20 19 18 17 16
35
36
37
38
39 40 41 42
43
44
45
46
4x6
6x10
6x6
3x6
5x12
4x6
5x6 3x4
4x6
4x4
2x4
5x10
4x4
6x12MT18H
4x4
4x4 2x4
4x8
4x4
3x5
4x4
3x5
2x44x6 5x6
6-11-3
6-11-3
13-6-13
6-7-11
20-8-0
7-1-3
25-7-15
4-11-15
30-9-9
5-1-11
35-9-8
4-11-15
41-3-4
5-5-12
46-8-15
5-5-12
53-4-0
6-7-1
-1-2-12
1-2-12
0-3-8
0-3-8
6-11-3
6-7-11
13-6-13
6-7-11
20-2-8
6-7-11
20-8-0
0-5-8
25-7-15
4-11-15
30-9-9
5-1-11
35-9-8
4-11-15
41-3-4
5-5-12
46-8-15
5-5-12
53-4-0
6-7-1
54-6-12
1-2-12
1 -1 -0
11
-0 -9
11
-2 -4
0 -5 -0
2 -0 -0
6.0012
PlateOffsets(X,Y)-- [2:0-6-14,Edge], [7:0-1-12,0-3-4], [10:0-3-0,0-0-12], [14:0-3-0,0-3-1], [23:0-9-0,0-4-12], [25:0-2-0,0-2-8]
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
0.36
0.47
0.88
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.20
-0.49
0.20
(loc)
22-23
22-23
14
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 394 lb FT= 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x6SP 2400F 2.0E*Except*
T4,T5: 2x4SP 2400F 2.0E
BOT CHORD2x6SP 2400F 2.0E*Except*
B3: 2x6SPF No.2
WEBS 2x4SPF No.2 *Except*
W1,W3,W10,W11,W12: 2x4SPFStud
SLIDER Left 2x6SPF No.2 2-0-0
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-10-9 oc purlins.
BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-22, 8-22, 8-21, 9-21
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=2016/0-6-0(min. 0-1-13), 14=2040/0-6-0(min. 0-1-14)
Max Horz2=221(LC 16)
Max Uplift2=-276(LC 16), 14=-248(LC 17)
MaxGrav2=2198(LC 2), 14=2236(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-1307/145, 3-35=-3625/559, 4-35=-3565/589, 4-36=-3449/612, 5-36=-3389/618,
5-37=-3386/619, 37-38=-3339/635, 6-38=-3255/640, 6-7=-3604/725, 7-8=-3303/716,
8-39=-3207/693, 39-40=-3207/693, 40-41=-3207/693, 41-42=-3207/693, 9-42=-3207/693,
9-10=-3212/697, 10-11=-3261/681, 11-43=-3621/695, 12-43=-3715/680, 12-44=-3732/677,
13-44=-3814/669, 13-45=-4086/675, 45-46=-4133/662, 14-46=-4210/660
BOT CHORD 2-27=-476/3134, 26-27=-476/3134, 25-26=-476/3134, 7-23=-155/1197, 22-23=-363/3192,
21-22=-371/3301, 20-21=-312/2852, 19-20=-312/2852, 18-19=-444/3323,
17-18=-444/3323, 16-17=-515/3704, 14-16=-515/3704
WEBS 6-25=-723/197, 6-23=-71/444, 23-25=-433/3052, 7-22=-176/428, 8-22=-381/214,
8-21=-312/101, 9-21=-536/168, 10-21=-187/874, 10-19=-106/704, 11-19=-790/224,
11-17=-21/382, 13-17=-445/169
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)-1-2-12 to 4-1-4,Interior(1) 4-1-4 to 20-2-8,Exterior(2) 20-2-8 to 43-4-0,
Interior(1) 43-4-0 to 54-6-12zone;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 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.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T14
TrussType
Hip
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:522018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-O6qmeDIMIuerEASHjfV6_5pRkEtyANbOHSaJMCzGWzr
NOTES-
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=276, 14=248.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T15
TrussType
Hip
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:542018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-KUyW3vKdqWuZTUcgq4Xa3WulW1coeGfhlm3QQ4zGWzp
Scale=1:103.3
0 -1 -11
0 -1 -11
T2
T3
T5
B1
B2
B3
B4
B5
B6
B7
W1 W3
W2
W4
W5 W6
W8
W7
W9
W11
W10 W12
W13
W14
W13 W15 W16
W17 W18
HW1
T4
T6
B9B8
F1 F212
3 4 5
6
7
8
9 10 11 12 13 14
15
16
17
32 31
30
29
28
27 26 25
24 23 22 21 20 19 18
41
4243 44
45 46
474x6
6x10 4x6
4x6
5x6
4x4
3x4
5x6
6x8
3x4
3x4
8x8
5x6
4x6
4x4
4x4
6x8
4x4
4x4
4x8
6x8
4x8
2x4
2x4
4x8
4x8
4x4
2x4
5x6
4x64x62x4
2x4
3-5-12
3-5-12
6-8-0
3-2-4
10-10-0
4-2-0
15-0-0
4-2-0
18-2-8
3-2-8
20-8-0
2-5-8
24-10-0
4-2-0
25-0-0
0-2-0
31-4-12
6-4-12
37-9-8
6-4-12
45-0-2
7-2-10
53-4-0
8-3-14
-1-2-12
1-2-12
0-3-8
0-3-8
3-5-12
3-2-4
6-8-0
3-2-4
10-10-0
4-2-0
15-0-0
4-2-0
18-2-8
3-2-8
20-8-0
2-5-8
25-0-0
4-4-0
31-4-12
6-4-12
37-9-8
6-4-12
45-0-2
7-2-10
53-4-0
8-3-14
54-6-12
1-2-12
1 -1 -0
10
-0 -9
10
-2 -4
0 -5 -0
2 -0 -0
1 -0 -0
1 -0 -0
6.0012
PlateOffsets(X,Y)-- [9:0-2-0,0-2-0], [24:0-5-8,0-3-0], [25:0-4-0,0-5-0], [28:0-2-12,0-3-0], [30:0-5-8,0-3-0]
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
0.47
0.31
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.12
0.04
(loc)
29-30
29-30
23
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 363 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x6SPF No.2
BOT CHORD2x6SPF No.2 *Except*
B2,F1: 2x4SPFStud,B4,B6: 2x4SPF No.2
WEBS 2x4SPFStud*Except*
W7,W9,W10,W12,W13,W14,W15,W16,W17: 2x4SPF No.2
SLIDER Left 2x6SPF No.2 1-6-0
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-7-2 oc purlins.
BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing.Except:
10-0-0 oc bracing: 24-25
WEBS 1 Row at midpt 9-26, 10-23, 13-23
JOINTS 1Brace at Jt(s): 24
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 28-6-0 except(jt=length) 2=0-6-0.
(lb)-Max Horz2=212(LC 16)
Max UpliftAll uplift 100 lb orless at joint(s) 22, 17 except 2=-153(LC 16),
23=-264(LC 13), 20=-104(LC 12), 18=-157(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 17 except 2=929(LC 39), 23=1823(LC
54), 23=1717(LC 1), 22=421(LC 38), 20=574(LC 55), 18=759(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-622/82, 3-4=-1207/195, 4-5=-1677/292, 5-6=-1671/305, 6-41=-1200/217,
7-41=-1117/230, 7-8=-665/217, 8-9=-628/301, 10-42=-26/684, 11-42=-26/684,
11-43=-26/684, 12-43=-26/684, 12-13=-26/684, 13-44=0/260, 14-44=0/261, 14-15=0/382
BOT CHORD 2-32=-297/1011, 6-30=-52/303, 29-30=-359/1506, 28-29=-189/1006, 8-28=-306/160,
10-24=-135/920, 22-23=-389/152, 21-22=-389/152, 20-21=-389/152
WEBS 4-32=-421/152, 30-32=-284/962, 4-30=-65/521, 6-29=-599/203, 7-29=-46/409,
7-28=-754/209, 9-28=-257/1031, 24-26=0/252, 9-24=-795/214, 10-23=-1197/211,
11-23=-487/159, 13-23=-496/121, 13-22=-296/107, 14-20=-476/147, 16-18=-541/222
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)-1-2-12 to 4-1-4,Interior(1) 4-1-4 to 18-2-8,Exterior(2) 18-2-8 to 45-4-0,
Interior(1) 45-4-0 to 53-4-0zone;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)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 22, 17 except
(jt=lb) 2=153, 23=264, 20=104, 18=157.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T15
TrussType
Hip
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:542018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-KUyW3vKdqWuZTUcgq4Xa3WulW1coeGfhlm3QQ4zGWzp
NOTES-
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T16
TrussType
Roof Special
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:562018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-Gt4HUbMtL78Hjol3yVZ28x_6orDA6C2_C4YXVzzGWzn
Scale=1:52.2
T2 T3
B1
B2
B3
B4
B5
W3
W5
W4
W6
W7 W8
W10
W9
W11
W1
W2
W13
W12
T1
1
2
3
4
5
6
7
8
9
18 17 16
15
14
13
12 11 10
19
20 21 22
233x4
4x4
2x4 1.5x4
3x8
3x4
2x4 2x4
3x4
4x8
4x8
3x8
4x8
3x4
3x5
4x8
4x4
3-5-12
3-5-12
6-8-0
3-2-4
13-0-0
6-4-0
15-0-0
2-0-0
19-9-4
4-9-4
24-10-0
5-0-12
-1-2-12
1-2-12
0-3-8
0-3-8
3-5-12
3-2-4
6-8-0
3-2-4
13-0-0
6-4-0
15-0-0
2-0-0
19-9-4
4-9-4
24-10-0
5-0-12
1 -1 -0
7 -7 -0
1 -8 -0
1 -0 -0
6.0012
PlateOffsets(X,Y)-- [13:0-6-0,0-2-4], [15:0-6-0,0-2-8]
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
0.42
0.51
0.72
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.23
0.08
(loc)
14-15
14-15
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 129 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2 *Except*
B2,B4: 2x4SPFStud
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-2-5 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)18=941/0-6-0(min. 0-1-11), 10=867/0-6-0(min. 0-1-9)
Max Horz18=145(LC 13)
Max Uplift18=-171(LC 16), 10=-130(LC 17)
MaxGrav18=1066(LC 2), 10=979(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-19=-1318/178, 3-19=-1260/179, 3-4=-1259/187, 4-5=-1759/288, 5-20=-1192/213,
6-20=-1098/228, 6-7=-1113/259, 7-21=-1197/259, 21-22=-1212/251, 8-22=-1298/236,
8-23=-1112/190, 9-23=-1192/175, 2-18=-1022/242, 9-10=-934/179
BOT CHORD 5-15=0/307, 14-15=-279/1606, 13-14=-106/1096
WEBS 4-17=-575/134, 15-17=-177/1069, 4-15=-70/547, 5-14=-689/259, 6-14=-98/710,
7-14=-345/165, 11-13=-155/969, 8-11=-398/132, 2-17=-97/1069, 9-11=-105/998
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 13-0-0,Exterior(2) 13-0-0 to 16-0-0
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)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)
18=171, 10=130.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T17
TrussType
Common
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:572018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-l3dfixMV6RG7KxKFVC4Hh9WGRFbmrjU7RkH41PzGWzm
Scale=1:49.4
T2
T3
B1
W3 W4
W5
W4 W3
W1
W2
W7
W6
T1
B2
1
2
3
4
5
6
7
13 12 11 10 9 8
14
15 16 17
18
3x4
4x4
3x4 3x4
3x4
4x4 3x8
3x4
3x5
4x6
2x4
4x4
6-7-12
6-7-12
13-0-0
6-4-4
19-4-4
6-4-4
24-10-0
5-5-12
-1-2-12
1-2-12
0-3-8
0-3-8
6-7-12
6-4-4
13-0-0
6-4-4
19-4-4
6-4-4
24-10-0
5-5-12
1 -1 -0
7 -7 -0
1 -8 -0
6.0012
PlateOffsets(X,Y)-- [2:0-3-0,0-1-12]
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
0.49
0.43
0.45
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.14
0.03
(loc)
12-13
12-13
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 110 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W4: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-8-3 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)13=941/0-6-0(min. 0-1-11), 8=867/0-6-0(min. 0-1-9)
Max Horz13=145(LC 13)
Max Uplift13=-171(LC 16), 8=-130(LC 17)
MaxGrav13=1066(LC 2), 8=979(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-14=-1431/182, 3-14=-1345/191, 3-4=-1274/209, 4-15=-1040/215, 5-15=-947/230,
5-16=-947/234, 16-17=-949/218, 6-17=-1039/204, 6-18=-1115/202, 7-18=-1244/185,
2-13=-1002/258, 7-8=-929/183
BOT CHORD 12-13=-181/269, 11-12=-204/1203, 10-11=-204/1203, 9-10=-144/1060
WEBS 4-10=-458/198, 5-10=-46/523, 6-10=-312/170, 2-12=-55/983, 7-9=-112/1033
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 13-0-0,Exterior(2) 13-0-0 to 16-0-0
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)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)
13=171, 8=130.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T18
TrussType
Roof Special
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:582018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-DFB1vHN7tkO_y5vR3wcWEM3K5ftOa3FHgO1easzGWzl
Scale=1:51.5
T1
T2
B1 B2
B3
W3 W4
W5
W6 W7
W8
W9
W1 W2 W11
W10
T3
1
2
3
4
5
6
7
8
14
13
12
11
10 9
15
16 17
18
19
4x4
3x4
3x4 5x8 4x4
3x4
6x6
6x6
4x4
3x8
3x4
3x12MT18H
6x12MT18H
4-8-12
4-8-12
9-0-0
4-3-4
13-0-0
4-0-0
17-6-0
4-6-0
26-0-0
8-6-0
0-6-0
0-6-0
4-8-12
4-2-12
9-0-0
4-3-4
13-0-0
4-0-0
17-6-0
4-6-0
26-0-0
8-6-0
27-2-12
1-2-12
1 -1 -0
7 -7 -0
1 -1 -0
2 -10
-0
6.0012
4.0012
PlateOffsets(X,Y)-- [3:0-1-0,0-1-12], [7:0-3-0,0-1-12], [9:Edge,0-3-8], [10:0-5-4,0-2-8], [11:0-1-10,0-1-8], [12:0-2-8,0-3-8], [13:0-3-0,0-2-12]
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
0.94
0.66
0.93
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.50
0.26
(loc)
9-10
9-10
9
l/defl
>999
>617
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 114 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W10: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-15 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 9-1-10 oc bracing.
WEBS 1 Row at midpt 3-11
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)14=908/0-6-0(min. 0-1-8), 9=982/0-6-0(min. 0-1-12)
Max Horz14=-131(LC 14)
Max Uplift14=-142(LC 16), 9=-173(LC 17)
MaxGrav14=1026(LC 2), 9=1113(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-15=-2627/390, 2-15=-2547/404, 2-3=-2814/388, 3-16=-1346/236, 16-17=-1320/236,
4-17=-1290/255, 4-18=-1336/255, 5-18=-1347/235, 5-6=-1374/232, 6-19=-1358/230,
7-19=-1472/190, 1-14=-1013/200, 7-9=-1025/280
BOT CHORD 12-13=-415/2411, 11-12=-307/2605, 10-11=-85/1283, 9-10=-154/436
WEBS 2-13=-362/121, 3-12=-187/1637, 3-11=-1801/340, 4-11=-124/947, 6-10=-356/105,
1-13=-283/2167, 7-10=-20/782
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 13-0-0,Exterior(2) 13-0-0 to 16-0-0
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)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)All plates areMT20 plates unless otherwiseindicated.
7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
8)Bearing at joint(s) 14 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
14=142, 9=173.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T19
TrussType
Hip
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:47:592018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-hSlP6dOle2XraFUedd7lmaca92BMJY6Qu1mB6IzGWzk
Scale:1/4"=1'
0 -1 -11
0 -1 -11
T1
T2
T3
B1 B2
B3
W3
W4
W5 W6 W7 W8
W9
W10
W11
W12 W13
W1 W2 W15
W14
1
2
3
4 5
6
7
8
9
17
16
15
14
13
12 11 10
18
19
20
21 22
23
24
25
26
4x4 4x6
3x4 5x8 2x4
3x4
5x6
6x8
4x6
3x10
3x4
3x4
3x4
4x4
4x6 4x4
4-8-12
4-8-12
9-0-0
4-3-4
11-2-8
2-2-8
14-9-8
3-7-0
17-6-0
2-8-8
21-7-9
4-1-9
26-0-0
4-4-7
0-6-0
0-6-0
4-8-12
4-2-12
9-0-0
4-3-4
11-2-8
2-2-8
14-9-8
3-7-0
17-6-0
2-8-8
21-7-9
4-1-9
26-0-0
4-4-7
27-2-12
1-2-12
1 -1 -0
6 -6 -9
6 -8 -4
1 -1 -0
2 -10
-0
6 -6 -9
6.0012
4.0012
PlateOffsets(X,Y)-- [1:0-2-8,0-1-12], [3:0-2-0,0-2-0], [5:0-3-0,0-0-12], [8:0-1-12,0-1-12], [10:0-2-0,0-1-4], [11:0-2-0,0-1-12], [12:0-5-4,0-2-8], [14:0-2-10,0-1-8], [15:0-4-0,0-3-4]
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
0.80
0.83
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.43
0.27
(loc)
15
15-16
10
l/defl
>999
>716
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 125 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W2: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-8-8 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 9-11-1 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)17=926/0-6-0(min. 0-1-14), 10=1000/0-6-0(min. 0-2-3)
Max Horz17=-119(LC 14)
Max Uplift17=-129(LC 16), 10=-161(LC 17)
MaxGrav17=1275(LC 39), 10=1375(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-18=-3241/386, 2-18=-3123/399, 2-19=-3354/420, 19-20=-3267/430, 3-20=-3264/441,
3-21=-2090/342, 4-21=-2040/352, 4-5=-1824/331, 5-22=-1520/316, 6-22=-1613/303,
6-23=-1538/293, 23-24=-1561/283, 7-24=-1640/280, 7-25=-1701/249, 8-25=-1788/235,
1-17=-1269/194, 8-10=-1325/270
BOT CHORD 15-16=-351/2960, 14-15=-273/3075, 13-14=-80/1487, 12-13=-112/1471, 11-12=-132/1522
WEBS 2-16=-463/120, 3-15=-153/1929, 3-14=-1940/255, 4-14=-65/731, 5-14=-76/639,
6-12=-307/47, 1-16=-277/2670, 8-11=-131/1396
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 11-2-8,Exterior(2) 11-2-8 to 14-9-8,
Interior(1) 19-0-7 to 27-2-12zone;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 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)Bearing at joint(s) 17 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
17=129, 10=161.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T20
TrussType
Hip
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:002018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-9eJnKyPOPMfiBP3qBKe_Jn8mQSY320pZ7hWkekzGWzj
Scale:1/4"=1'
0 -1 -11
0 -1 -11
T1
T2
T3
B1 B2
B3
W3
W4
W5
W6 W7 W8
W9W10
W11 W12
W1 W2 W14
W13
1
2
3 4 5 6
7
8
9
17
16
15
14
13 12 11 10
18
19 20
21
22
23
4x6 4x6
3x4
6x6
5x8 2x4
3x4
5x6 4x8
1.5x4
1.5x4
1.5x4
3x4
4x4
4x6 4x4
4-9-0
4-9-0
9-0-0
4-3-0
13-0-0
4-0-0
16-9-8
3-9-8
17-6-0
0-8-8
21-7-9
4-1-9
26-0-0
4-4-7
0-6-0
0-6-0
4-9-0
4-3-0
9-2-8
4-5-8
13-0-0
3-9-8
16-9-8
3-9-8
17-6-0
0-8-8
21-7-9
4-1-9
26-0-0
4-4-7
27-2-12
1-2-12
1 -1 -0
5 -6 -9
5 -8 -4
1 -1 -0
2 -10
-0
5 -6 -9
6.0012
4.0012
PlateOffsets(X,Y)-- [1:0-2-12,0-2-0], [3:0-3-0,0-0-12], [5:0-3-0,0-0-12], [8:0-1-12,0-2-0], [10:0-2-0,0-1-0], [12:0-5-4,0-2-8], [15:0-2-8,0-3-8]
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
0.50
0.71
0.74
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.40
0.26
(loc)
15
15-16
10
l/defl
>999
>780
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 120 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W2: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-10-11 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 9-8-3 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)17=946/0-6-0(min. 0-1-11), 10=1020/0-6-0(min. 0-2-0)
Max Horz17=-106(LC 14)
Max Uplift17=-112(LC 16), 10=-144(LC 17)
MaxGrav17=1157(LC 39), 10=1284(LC 39)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-18=-2904/440, 2-18=-2787/454, 2-3=-2927/465, 3-19=-1790/369, 4-19=-1792/369,
4-20=-1792/369, 5-20=-1790/370, 5-6=-1350/342, 6-21=-1344/303, 7-21=-1423/284,
7-22=-1446/273, 22-23=-1507/260, 8-23=-1594/259, 1-17=-1149/199, 8-10=-1234/276
BOT CHORD 15-16=-370/2649, 14-15=-275/2542, 13-14=-112/1276, 12-13=-127/1251,
11-12=-155/1348
WEBS 2-16=-406/131, 2-15=-58/393, 3-15=-164/1712, 3-14=-957/99, 4-14=-443/131,
5-14=-122/941, 1-16=-331/2380, 8-11=-161/1247
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 9-2-8,Exterior(2) 9-2-8 to 21-0-7,
Interior(1) 21-0-7 to 27-2-12zone;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 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)Bearing at joint(s) 17 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
17=112, 10=144.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T21
TrussType
Roof Special
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:022018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-51RYleQexzvQRjDCIlgSOCE2vGCkWsBsb??rjdzGWzh
Scale=1:49.2
0 -1 -11
0 -1 -11
T1
T2
T3
T4
B1 B2
B3
W3
W4
W5
W6 W7
W8 W9 W10
W11
W12
W13
W1 W2 W15
W14
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
4x6
6x8 5x6
3x4
6x8
5x8 3x4
3x4
5x6
1.5x4
1.5x4
4x8
3x4
4x4
4x8
6x12MT18H
4-8-12
4-8-12
9-0-0
4-3-4
10-9-8
1-9-8
14-1-12
3-4-4
17-6-0
3-4-4
18-9-8
1-3-8
26-0-0
7-2-8
-1-2-12
1-2-12
0-6-0
0-6-0
4-8-12
4-2-12
9-0-0
4-3-4
10-9-8
1-9-8
14-1-12
3-4-4
17-6-0
3-4-4
18-9-8
1-3-8
26-0-0
7-2-8
27-2-12
1-2-12
1 -1 -0
4 -6 -95-7 -0
1 -1 -0
2 -10
-0
4 -6 -9
6.0012
4.0012
PlateOffsets(X,Y)-- [2:0-2-4,0-1-8], [4:0-3-0,0-1-0], [5:0-2-4,0-2-0], [7:0-1-12,0-1-8], [8:0-3-0,0-1-12], [9:0-3-8,Edge], [13:0-5-8,0-2-8], [16:0-3-8,0-3-0], [17:0-3-0,0-1-12]
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
0.76
0.82
1.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.20
-0.50
0.29
(loc)
15
15
11
l/defl
>999
>620
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 121 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W15: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-9 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)18=1014/0-6-0(min. 0-1-10), 11=1026/0-6-0(min. 0-1-13)
Max Horz18=-101(LC 14)
Max Uplift18=-141(LC 16), 11=-212(LC 17)
MaxGrav18=1111(LC 2), 11=1149(LC 41)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-19=-2594/361, 3-19=-2523/377, 3-20=-2796/375, 4-20=-2738/391, 4-5=-2783/416,
5-21=-2114/377, 6-21=-2118/377, 6-22=-2114/376, 22-23=-2114/376, 7-23=-2114/376,
7-8=-1354/297, 8-24=-1389/262, 24-25=-1392/246, 25-26=-1483/229, 9-26=-1496/225,
2-18=-1100/256, 9-11=-1081/287
BOT CHORD 16-17=-286/2373, 15-16=-341/3222, 14-15=-346/3211, 13-14=-155/1410,
12-13=-134/1249, 11-12=-147/453
WEBS 3-17=-356/113, 3-16=-23/345, 4-16=-273/2322, 5-16=-862/213, 5-14=-1287/135,
6-14=-394/120, 7-14=-128/1066, 7-13=-929/144, 8-13=-132/503, 2-17=-240/2122,
9-12=-66/996
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 9-0-0,Exterior(2) 9-0-0 to 21-9-8,
Interior(1) 21-9-8 to 27-2-12zone;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 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) 18 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) except(jt=lb)
18=141, 11=212.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T21
TrussType
Roof Special
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:022018 Page2ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-51RYleQexzvQRjDCIlgSOCE2vGCkWsBsb??rjdzGWzh
NOTES-
11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T22
TrussType
Roof Special
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:032018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-ZD?wy_RGiH1H3toPsTBhxQmH2gWbFJn0pfkPF3zGWzg
Scale:1/4"=1'
0 -1 -11
0 -1 -11
T1
T2
T3
T4B1B2
B3
W3
W4
W5
W6
W7
W8
W9 W10 W11
W1 W2 W13
W12
1
2
3
4
5 6
7
8
9
16
15
14
13
12 11 10
17
18 1920
21
2223
5x6
6x6
3x4
8x8
5x8 2x4
3x4
5x6
5x8
4x6
4x6
4x4
4x8 4x6
4-7-12
4-7-12
9-0-0
4-4-4
12-9-8
3-9-8
17-6-0
4-8-8
20-9-8
3-3-8
26-0-0
5-2-8
-1-2-12
1-2-12
0-6-0
0-6-0
4-7-12
4-1-12
9-0-0
4-4-4
12-9-8
3-9-8
17-6-0
4-8-8
20-9-8
3-3-8
26-0-0
5-2-8
27-2-12
1-2-12
1 -1 -0
3 -6 -9
5 -7 -0
1 -1 -0
2 -10
-0
3 -6 -9
6.0012
4.0012
PlateOffsets(X,Y)-- [2:0-2-4,0-1-8], [4:0-2-4,0-1-12], [5:0-2-12,0-3-4], [6:0-2-4,0-1-12], [7:0-3-0,0-0-12], [8:0-3-0,0-1-12], [12:0-5-4,0-2-8], [13:0-2-0,0-2-4], [14:0-2-12,0-3-8],
[15:0-3-0,0-1-12]
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
0.48
0.91
0.98
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.25
-0.62
0.30
(loc)
13
13
10
l/defl
>999
>501
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 124 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2 *Except*
T2,T3: 2x6SPF No.2
BOT CHORD2x4SPF No.2 *Except*
B2: 2x6SPF No.2
WEBS 2x4SPFStud*Except*
W8: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-2-9 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)16=1008/0-6-0(min. 0-1-10), 10=1032/0-6-0(min. 0-1-12)
Max Horz16=102(LC 15)
Max Uplift16=-141(LC 16), 10=-212(LC 17)
MaxGrav16=1111(LC 2), 10=1113(LC 41)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-17=-2574/350, 3-17=-2504/365, 3-18=-2809/365, 4-18=-2752/381, 4-19=-2798/397,
19-20=-2801/382, 5-20=-2822/380, 5-6=-4136/617, 6-21=-1904/365, 7-21=-1900/366,
7-22=-1403/263, 22-23=-1424/248, 8-23=-1478/239, 2-16=-1099/257, 8-10=-1059/280
BOT CHORD 14-15=-277/2359, 13-14=-511/4223, 12-13=-264/1951, 11-12=-163/1267
WEBS 3-15=-366/112, 3-14=-21/358, 4-14=-238/2272, 5-14=-1639/376, 5-13=-1314/229,
6-13=-287/2407, 6-12=-1168/219, 7-12=-154/925, 2-15=-232/2109, 8-11=-111/1128
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 9-0-0,Exterior(2) 9-0-0 to 12-0-0,
Interior(1) 12-9-8 to 27-2-12zone;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 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)Bearing at joint(s) 16 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
16=141, 10=212.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T22
TrussType
Roof Special
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:032018 Page2ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-ZD?wy_RGiH1H3toPsTBhxQmH2gWbFJn0pfkPF3zGWzg
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T23
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:052018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-Wc6gNgTWEuH?IAxnzuE90rrgoTIzjE9JHzDVJyzGWze
Scale:1/4"=1'
0 -1 -11
0 -1 -11T1
T2
T3
T4B1B2
B3
W3
W4
W5
W6 W7 W8
W9
W10 W11 W12
W13
W1 W2 W15
W14
1
2
3
4
5
6 7
8
9
10
18
17
16
15
14
13 12 11
19 20
21
22 2324 25
2627 28
5x6
6x12MT18H
8x8
3x5
8x8
6x10 3x4
3x4
5x6
3x5
8x8
5x6
5x6
4x4
4x10 3x8
4-7-12
4-7-12
9-0-0
4-4-4
11-10-12
2-10-12
14-9-8
2-10-12
17-6-0
2-8-8
22-9-8
5-3-8
26-0-0
3-2-8
-1-2-12
1-2-12
0-6-0
0-6-0
4-7-12
4-1-12
9-0-0
4-4-4
11-10-12
2-10-12
14-9-8
2-10-12
17-6-0
2-8-8
22-9-8
5-3-8
26-0-0
3-2-8
27-2-12
1-2-12
1 -1 -0
2 -6 -9
5 -7 -0
1 -1 -0
2 -10
-0
2 -6 -9
6.0012
4.0012
PlateOffsets(X,Y)-- [2:0-3-4,0-1-12], [4:0-2-8,0-1-4], [5:0-2-4,0-1-8], [6:0-4-12,0-2-8], [7:0-2-12,0-2-8], [8:0-4-8,0-0-12], [12:0-2-0,0-1-12], [13:0-6-12,0-3-8], [15:0-4-0,0-5-4],
[16:0-2-12,0-5-0], [17:0-3-0,0-1-12], [18:0-0-0,0-0-5]
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
0.27
0.53
0.92
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.25
-0.62
0.24
(loc)
14-15
14-15
11
l/defl
>999
>491
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 175 lb FT= 14%
GRIP
197/144
197/144
LUMBER-
TOP CHORD2x4SP 2400F 2.0E*Except*
T2: 2x6SP 2400F 2.0E,T3: 2x8SP 2400F 2.0E
BOT CHORD2x6SP 2400F 2.0E*Except*
B2: 2x8SP 2400F 2.0E
WEBS 2x4SPFStud*Except*
W5,W6,W10,W12: 2x4SPF No.2, W9,W1,W15: 2x6SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-4-2 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)18=1099/0-6-0(min. 0-1-8), 11=1281/0-6-0(min. 0-1-8)
Max Horz18=100(LC 11)
Max Uplift18=-204(LC 12), 11=-385(LC 13)
MaxGrav18=1224(LC 2), 11=1397(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-3=-2878/442, 3-19=-3322/469, 4-19=-3236/480, 4-20=-3292/477, 20-21=-3310/470,
5-21=-3327/463, 5-6=-4990/891, 6-7=-6150/1246, 7-22=-3819/913, 22-23=-3814/913,
23-24=-3813/913, 24-25=-3811/912, 8-25=-3808/913, 8-9=-1815/486, 2-18=-1219/255,
9-11=-1362/383
BOT CHORD 17-18=-135/401, 16-17=-412/2633, 15-16=-749/4721, 14-15=-1187/6135,
13-14=-847/3816, 13-26=-396/1614, 26-27=-396/1614, 27-28=-396/1614,
12-28=-396/1614
WEBS 3-17=-443/132, 3-16=-79/541, 4-16=-369/2758, 5-16=-1638/478, 5-15=-206/961,
6-15=-1355/403, 6-14=-2034/375, 7-14=-377/2546, 7-13=-1478/381, 8-13=-486/2383,
8-12=-280/152, 2-17=-263/2141, 9-12=-347/1480
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=1.60
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) 18 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T23
TrussType
Roof SpecialGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:052018 Page2ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-Wc6gNgTWEuH?IAxnzuE90rrgoTIzjE9JHzDVJyzGWze
NOTES-
10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 18=204, 11=385.
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) 52 lb down and 60 lb up at 18-8-12, and 52 lb down and 60 lb up at
20-8-12, and 111 lb down and 148 lb up at 22-9-8 on top chord, and 341 lb down and 98 lb up at 18-0-12, 19 lb down at 18-8-12, and 19 lb down at 20-8-12, and 43 lb
down and 20 lb up at 22-8-12 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, 4-6=-51, 6-8=-61, 8-9=-51, 9-10=-51, 16-18=-20, 13-16=-20, 11-13=-20
Concentrated Loads(lb)
Vert: 8=-7(F) 12=-7(F) 22=-6(F) 24=-6(F) 26=-301(F) 27=-9(F) 28=-9(F)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T24
TrussType
Scissor
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:062018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-_og3a0T8?CPswKW_XblOY2Or9tg4SmkSVdz3sOzGWzd
Scale=1:37.5
T1
T2
B1 B1
W5
W4
W3
W4
W3
W1
W2
W1
W2
1
2
3
4
5
6
11
10
9
8
7
12
13
14 15 16
17
4x4
2x4 2x4
5x8
3x4
4x4
3x4
4x4
4x4 4x4
5-0-0
5-0-0
9-0-0
4-0-0
13-0-0
4-0-0
18-0-0
5-0-0
-1-2-12
1-2-12
0-6-0
0-6-0
5-0-0
4-6-0
9-0-0
4-0-0
13-0-0
4-0-0
18-0-0
5-0-0
1 -1 -0
5 -7 -0
1 -1 -0
2 -10
-0
6.0012
4.0012
PlateOffsets(X,Y)-- [2:0-2-0,0-1-8], [6:0-2-0,0-1-8]
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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.30
0.41
0.58
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.21
0.17
(loc)
9
8-9
7
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.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-1-14 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)11=699/0-6-0(min. 0-1-8), 7=624/Mechanical
Max Horz11=107(LC 13)
Max Uplift11=-129(LC 16), 7=-97(LC 17)
MaxGrav11=794(LC 2), 7=705(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-12=-1684/253, 3-12=-1612/270, 3-13=-1508/222, 13-14=-1460/229, 4-14=-1451/241,
4-15=-1451/255, 15-16=-1472/239, 5-16=-1510/236, 5-17=-1623/276, 6-17=-1703/262,
2-11=-782/218, 6-7=-690/167
BOT CHORD 9-10=-234/1525, 8-9=-221/1550
WEBS 4-9=-124/1077, 5-9=-253/187, 2-10=-141/1320, 6-8=-160/1350
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 9-0-0,Exterior(2) 9-0-0 to 12-0-0zone;
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)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.
7) Refer to girder(s) for truss to trussconnections.
8)Bearing at joint(s) 11 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 7 except(jt=lb)
11=129.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T24GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:072018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-S_ERoMUnmVXjXU5A5JGe5Gx0vH0JBD_bkHicOqzGWzc
Scale=1:37.5
T1
T2
B1 B1
W5
W4
W3
W4
W3
W1 W1
W2 W2
ST1 ST1
1
2
3
4
5
6
11
10
9
8
7
16
17
18 19 20
21
4x4
4x4
2x4 2x4
5x8
3x4
4x4
3x4
4x4
4x4
1.5x4
1.5x4
1.5x4
1.5x4
5-0-0
5-0-0
9-0-0
4-0-0
13-0-0
4-0-0
18-0-0
5-0-0
-1-2-12
1-2-12
0-6-0
0-6-0
5-0-0
4-6-0
9-0-0
4-0-0
13-0-0
4-0-0
18-0-0
5-0-0
1 -1 -0
5 -7 -0
1 -1 -0
2 -10
-0
6.0012
4.0012
PlateOffsets(X,Y)-- [2:0-1-12,0-2-0], [6:0-1-12,0-2-0]
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
0.30
0.41
0.58
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.21
0.17
(loc)
9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 76 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-1-13 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)11=699/0-6-0(min. 0-1-8), 7=624/Mechanical
Max Horz11=107(LC 13)
Max Uplift11=-129(LC 16), 7=-97(LC 17)
MaxGrav11=794(LC 2), 7=705(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-16=-1684/253, 3-16=-1612/270, 3-17=-1508/222, 17-18=-1460/229, 4-18=-1451/241,
4-19=-1451/255, 19-20=-1472/239, 5-20=-1510/236, 5-21=-1623/276, 6-21=-1703/262,
2-11=-782/218, 6-7=-690/167
BOT CHORD 9-10=-234/1525, 8-9=-221/1550
WEBS 4-9=-124/1077, 5-9=-253/187, 2-10=-141/1320, 6-8=-160/1350
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 9-0-0,Exterior(2) 9-0-0 to 12-0-0zone;
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=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
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)Gablestudsspaced at 2-0-0 oc.
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)Bearing at joint(s) 11 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
11)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 7 except(jt=lb)
11=129.
12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T25
TrussType
Jack-ClosedGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:092018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-ONMBD1W1H7nQnoFZCjI6Ah0HY4e3f5buCbBjSjzGWza
Scale=1:28.8
0 -1 -11
T1
T2
W3
B1
W1 W2 W3 W2
1
2
3 4 5
8 7
6
12
13 14 15 16 17
18 19 20 21
22
3x64x41.5x4
6x6
1.5x4
4x12
3x8
5-2-8
5-2-8
10-2-12
5-0-4
15-6-8
5-3-12
-1-2-12
1-2-12
0-3-8
0-3-8
5-2-8
4-11-0
10-2-12
5-0-4
15-6-8
5-3-12
0 -5 -0
2 -10
-9
3 -0 -4
2 -10
-9
6.0012
PlateOffsets(X,Y)-- [2:0-0-3,0-0-9]
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
0.61
0.59
0.76
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.11
-0.17
0.03
(loc)
7-8
7-8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 58 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-11-8 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-8-14 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)6=1126/0-4-8(min. 0-1-14), 2=1006/0-4-0(min. 0-1-13)
Max Horz2=124(LC 12)
Max Uplift6=-589(LC 8), 2=-412(LC 8)
MaxGrav6=1200(LC 31), 2=1147(LC 32)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-12=-1834/821, 3-12=-1764/844, 3-13=-1646/805, 13-14=-1647/806, 4-14=-1650/806,
4-15=-1646/804, 15-16=-1646/804, 16-17=-1646/804, 5-17=-1646/804, 5-6=-1077/541
BOT CHORD 2-8=-759/1587, 8-18=-755/1574, 18-19=-755/1574, 7-19=-755/1574
WEBS 3-8=-78/370, 4-7=-636/327, 5-7=-869/1778
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 exposed ; end verticalleft exposed; porchleft 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;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)
6=589, 2=412.
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) 271 lb down and 240 lb up at
5-2-8, 94 lb down and 88 lb up at 7-3-4, 94 lb down and 88 lb up at 9-3-4, 94 lb down and 88 lb up at 11-3-4, and 94 lb down and
88lb up at 13-3-4, and 104 lb down and 85 lb up at 15-1-2 on top chord, and 146 lb down and 111 lb up at 5-2-8, 55 lb down and
44lb up at 7-3-4, 55 lb down and 44 lb up at 9-3-4, 55 lb down and 44 lb up at 11-3-4, and 55 lb down and 44 lb up at 13-3-4,
and 69 lb down and 37 lb up at 15-1-2 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)StandardContinued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T25
TrussType
Jack-ClosedGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:092018 Page2ID:06h44wAQ1VTyi9ipGVKEcMynZiV-ONMBD1W1H7nQnoFZCjI6Ah0HY4e3f5buCbBjSjzGWza
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-3=-51, 3-5=-61, 6-9=-20
Concentrated Loads(lb)
Vert: 8=-115(B) 3=-212(B) 13=-63(B) 14=-63(B) 15=-63(B) 16=-63(B) 17=-84(B) 18=-41(B) 19=-41(B) 20=-41(B) 21=-41(B) 22=-48(B)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T26
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:102018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-sZwZQNWf2QvHOxqlmRpLjuZQRU?1OcC2QFxG?9zGWzZ
Scale=1:28.8
0 -1 -11
T1
T2
W3
B1
W1 W2 W2
HW1
1
2
3 4 5
7
6
11
12
13
14 15
4x6
2x4
3x8 3x4
3x4
3x6
7-2-8
7-2-8
15-6-8
8-4-0
-1-2-12
1-2-12
0-3-8
0-3-8
7-2-8
6-11-0
11-2-12
4-0-4
15-6-8
4-3-12
0 -5 -0
3 -10
-9
4 -0 -4
3 -10
-9
6.0012
PlateOffsets(X,Y)-- [2:0-8-0,0-0-7]
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
0.73
0.54
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.23
-0.31
0.02
(loc)
6-7
6-7
6
l/defl
>803
>588
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 58 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
WEDGE
Left: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-2-2 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-8-8 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=640/0-4-0(min. 0-1-8), 6=595/0-4-8(min. 0-1-8)
Max Horz2=164(LC 16)
Max Uplift2=-134(LC 12), 6=-234(LC 12)
MaxGrav2=825(LC 36), 6=723(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-11=-883/665, 11-12=-800/672, 12-13=-771/678, 3-13=-764/694, 3-14=-690/673,
4-14=-693/672
BOT CHORD 2-7=-677/692, 6-7=-411/596
WEBS 4-7=-344/356, 4-6=-755/501
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 7-2-8,Exterior(2) 7-2-8 to 11-2-12zone;
cantileverleft exposed ; end verticalleft exposed; porchleft 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)
2=134, 6=234.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T27
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:112018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-KlUyejXHpk1805PxK8KaF65c?uLR7?BBfvgqXbzGWzY
Scale=1:32.5
0 -1 -11
T1
T2
W4
B1
W1
W2 W3
1
2
3
4 5
7 6
11
12
13
141516
4x4
4x4 3x4
1.5x4
6x6
6x6
9-2-8
9-2-8
15-6-8
6-4-0
-1-2-12
1-2-12
0-3-8
0-3-8
4-9-11
4-6-3
9-2-8
4-4-13
15-6-8
6-4-0
0 -5 -0
4 -10
-9
5 -0 -4
4 -10
-9
6.0012
PlateOffsets(X,Y)-- [2:0-0-11,Edge], [5:Edge,0-3-8]
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
0.67
0.53
0.69
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.22
-0.29
0.02
(loc)
7-10
7-10
6
l/defl
>855
>642
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 62 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W3: 2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-3-9 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-5-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=627/0-4-0(min. 0-1-8), 6=587/0-4-8(min. 0-1-8)
Max Horz2=205(LC 16)
Max Uplift2=-108(LC 16), 6=-206(LC 12)
MaxGrav2=872(LC 36), 6=661(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-11=-1141/625, 3-11=-1070/644, 3-12=-711/517, 12-13=-698/519, 4-13=-607/541,
5-6=-269/90
BOT CHORD 2-7=-716/957, 6-7=-507/541
WEBS 3-7=-462/223, 4-7=-448/400, 4-6=-661/614
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 9-2-8,Exterior(2) 9-2-8 to 13-5-7zone;
cantileverleft exposed ; end verticalleft exposed; porchleft 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)
2=108, 6=206.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T28
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:122018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-oy1Kr3Yva29?eF_7usspoJeqBIkUsSyKuZQN32zGWzX
Scale=1:37.1
0 -1 -11
T1
T2
W5
B1
W1 W2
W3 W4
1
2
3
4 5
8 7 6
12
13
14
15 16
2x4
3x4
3x4
1.5x4 3x4 6x6
6x6
5-9-11
5-9-11
11-2-8
5-4-13
15-6-8
4-4-0
-1-2-12
1-2-12
0-3-8
0-3-8
5-9-11
5-6-3
11-2-8
5-4-13
15-6-8
4-4-0
0 -5 -0
5 -10
-9
6 -0 -4
5 -10
-9
6.0012
PlateOffsets(X,Y)-- [2:Edge,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
0.45
0.35
0.66
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.06
-0.08
0.03
(loc)
8-11
8-11
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 68 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-1-11 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-8-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=619/0-4-0(min. 0-1-8), 6=575/0-4-8(min. 0-1-8)
Max Horz2=246(LC 16)
Max Uplift2=-108(LC 16), 6=-172(LC 12)
MaxGrav2=886(LC 36), 6=609(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-13=-1217/652, 3-13=-1027/674, 3-14=-569/315, 14-15=-451/328, 4-15=-387/341
BOT CHORD 2-8=-753/1003, 7-8=-753/1003, 6-7=-336/394
WEBS 3-7=-689/467, 4-7=-439/442, 4-6=-655/555
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 11-2-8,Exterior(2) 11-2-8 to 15-4-12
zone;cantileverleft exposed ; end verticalleft exposed; porchleft 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)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
2=108, 6=172.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T29
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:132018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-H8bi2PZXLLHsFPYKRZN2KXBz6i3?bsrU6D9wbUzGWzW
Scale=1:43.0
0 -1 -11
T2
T3
W5
B1
W1 W2
W3 W4
T1
1
2
3
4
5 6
9 8 7
13
14
15
3x4
1.5x4
3x5
3x4
1.5x4 3x4 6x6
6x6
6-9-11
6-9-11
13-2-8
6-4-13
15-6-8
2-4-0
-1-2-12
1-2-12
0-3-8
0-3-8
6-9-11
6-6-3
13-2-8
6-4-13
15-6-8
2-4-0
0 -5 -0
6 -10
-9
7 -0 -4
6 -10
-9
6.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-0-1]
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-MSH
0.63
0.39
0.88
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.09
-0.12
0.03
(loc)
9-12
9-12
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 72 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-3-2 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-10-7 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=617/0-4-0(min. 0-1-8), 7=557/0-4-8(min. 0-1-8)
Max Horz2=287(LC 16)
Max Uplift2=-100(LC 16), 7=-148(LC 16)
MaxGrav2=841(LC 36), 7=696(LC 36)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-13=-1183/549, 13-14=-1146/550, 3-14=-974/578, 3-4=-414/138, 4-15=-328/145,
5-15=-272/167
BOT CHORD 2-9=-690/971, 8-9=-690/971
WEBS 3-9=-284/276, 3-8=-834/565, 5-8=-474/498, 5-7=-744/595
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 13-2-8,Exterior(2) 13-2-8 to 15-4-12
zone;cantileverleft exposed ; end verticalleft exposed; porchleft 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)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)
2=100, 7=148.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T30
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:142018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-lK94GlaA6fPjtZ7W?HuHtkj7K5MHKSddLtvU8wzGWzV
Scale:1/4"=1'
T2
W3
B1
W1
W2T1
1
2
3
4
5
7 6
11
123x4
3x5
3x5
3x4
1.5x4 6x6
7-9-11
7-9-11
15-6-8
7-8-13
-1-2-12
1-2-12
0-3-8
0-3-8
7-9-11
7-6-3
15-2-8
7-4-13
15-6-8
0-4-0
0 -5 -0
7 -10
-9
6.0012
PlateOffsets(X,Y)-- [5:0-2-8,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
0.67
0.52
0.27
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.15
-0.21
0.02
(loc)
6-7
6-7
6
l/defl
>999
>870
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 61 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W1: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-8-9 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-11-6 oc bracing.
WEBS 1 Row at midpt 5-6, 3-6
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=618/0-4-0(min. 0-1-8), 6=535/0-4-8(min. 0-1-8)
Max Horz2=336(LC 16)
Max Uplift2=-81(LC 16), 6=-205(LC 16)
MaxGrav2=701(LC 2), 6=623(LC 23)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-11=-858/446, 3-11=-679/478
BOT CHORD 2-7=-627/690, 6-7=-627/690
WEBS 3-7=-353/345, 3-6=-763/692
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 15-4-12zone;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)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2 except(jt=lb)
6=205.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T31
TrussType
Jack-Closed
Qty
6
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:152018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-DXjST5aotzYaVjiiZ_PWQyGH5ViY3vtnaXe1gMzGWzU
Scale=1:48.9
T2
W3
B1
W1
W2T1
1
2
3
4
5
7 6
11
123x4
3x4
3x5
3x4
1.5x4 6x6
7-9-15
7-9-15
15-6-8
7-8-9
-1-2-12
1-2-12
0-3-8
0-3-8
7-9-15
7-6-7
15-6-8
7-8-9
0 -5 -0
8 -2 -4
6.0012
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-MSH
0.67
0.52
0.27
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.15
-0.21
0.02
(loc)
6-7
6-7
6
l/defl
>999
>883
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 62 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2 *Except*
W1: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-8-4 oc purlins,
except end verticals.
BOT CHORD Rigidceiling directly applied or 6-11-8 oc bracing.
WEBS 1 Row at midpt 5-6, 3-6
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=618/0-4-0(min. 0-1-8), 6=534/0-4-8(min. 0-1-8)
Max Horz2=336(LC 16)
Max Uplift2=-82(LC 16), 6=-205(LC 16)
MaxGrav2=702(LC 2), 6=623(LC 23)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-11=-856/444, 3-11=-677/476
BOT CHORD 2-7=-625/688, 6-7=-625/688
WEBS 3-7=-353/345, 3-6=-762/690
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 15-4-12zone;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)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2 except(jt=lb)
6=205.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T32
TrussType
Jack-ClosedGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:162018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-hjHrhRbQeGgR6sHv7hwly9pUfv5eoMfwpBObCpzGWzT
Scale=1:17.9
0 -1 -9
T1
T2
W3
B1
W1
W2
1
2
3 4
6 5
10
11 12 13
14 15
4x6
3x5
5x63x4
1.5x4
2-10-8
2-10-8
7-8-0
4-9-8
-1-7-12
1-7-12
0-3-8
0-3-8
2-10-8
2-7-0
7-8-0
4-9-8
0 -4 -5
1 -2 -4
1 -3 -13
1 -2 -4
4.0012
PlateOffsets(X,Y)-- [3:0-2-8,0-0-12], [4:0-2-12,0-1-8], [5:0-3-0,0-2-12]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.55
0.33
0.30
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
-0.08
0.01
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 26 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)5=1092/Mechanical, 2=380/0-4-0(min. 0-1-8)
Max Horz2=64(LC 8)
Max Uplift5=-516(LC 8), 2=-243(LC 8)
MaxGrav5=1092(LC 1), 2=467(LC 32)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-10=-624/322, 3-10=-612/328, 4-5=-929/428
BOT CHORD 2-6=-319/585, 6-14=-313/573, 14-15=-313/573, 5-15=-313/573
WEBS 3-5=-585/319
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 exposed ; end verticalleft exposed; porchleft 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;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) except(jt=lb)
5=516, 2=243.
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) 780 lb down and 350 lb up at
7-6-4, 44 lb down and 95 lb up at 2-10-8, and 24 lb down and 36 lb up at 4-11-4, and 29 lb down and 38 lb up at 6-11-4 on top
chord, and 54 lb down and 68 lb up at 2-10-8, and 14 lb down and 25 lb up at 4-11-4, and 16 lb down and 25 lb up at 6-11-4 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)StandardContinued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T32
TrussType
Jack-ClosedGirder
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:162018 Page2ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-hjHrhRbQeGgR6sHv7hwly9pUfv5eoMfwpBObCpzGWzT
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-3=-51, 3-4=-61, 5-7=-20
Concentrated Loads(lb)
Vert: 3=-3(F) 4=-780 6=-1(F) 12=-3(F) 13=-7(F) 14=-5(F) 15=-9(F)
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T33
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:172018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-9vrDumc2PaoIk0s5gPR_VNLiUJSBXse41r78lFzGWzS
Scale=1:17.9
0 -1 -9
T1
T2
W3
B1
W1 W2
1
2
3 4
6 5
10
3x5
3x4
1.5x4
5x6
4x6
4-10-8
4-10-8
7-8-0
2-9-8
-1-7-12
1-7-12
0-3-8
0-3-8
4-10-8
4-7-0
7-8-0
2-9-8
0 -4 -5
1 -10
-4
1 -11
-13
1 -10
-4
4.0012
PlateOffsets(X,Y)-- [3:0-3-0,0-1-0], [4:0-3-0,0-1-8], [5:0-3-0,0-3-0]
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-MP
0.35
0.31
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.03
-0.05
0.00
(loc)
6-9
6-9
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 26 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 9-7-10 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)2=364/0-4-0(min. 0-1-8), 5=1059/Mechanical
Max Horz2=91(LC 12)
Max Uplift2=-208(LC 12), 5=-484(LC 12)
MaxGrav2=502(LC 36), 5=1062(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-10=-423/341, 3-10=-367/352, 4-5=-860/915
BOT CHORD 2-6=-350/350, 5-6=-333/338
WEBS 3-5=-397/390
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)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 7-6-4zone;cantileverleft exposed ;
endverticalleft exposed; porchleft 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) except(jt=lb)
2=208, 5=484.
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) 780 lb down and 854 lb up at
7-6-4 on top chord.The design/selection of suchconnection device(s)is the responsibility of others.
LOADCASE(S)Standard
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T33
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:172018 Page2ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-9vrDumc2PaoIk0s5gPR_VNLiUJSBXse41r78lFzGWzS
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-3=-51, 3-4=-61, 5-7=-20
Concentrated Loads(lb)
Vert: 4=-780
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T34
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:182018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-d6Pb66dgAuw9MARHE6yD1aumujioGI6DGVthHhzGWzR
Scale=1:19.4
0 -1 -9
T1
T2
W3
B1
W1 W2
1
2
3 4
6 5
10
4x6
3x5
5x6
4x4 3x5
6-10-8
6-10-8
7-8-0
0-9-8
-1-7-12
1-7-12
0-3-8
0-3-8
6-10-8
6-7-0
7-8-0
0-9-8
0 -4 -5
2 -6 -4
2 -7 -13
2 -6 -4
4.0012
PlateOffsets(X,Y)-- [2:0-3-13,Edge], [3:0-3-0,0-1-0], [4:0-3-0,0-1-8], [5:0-3-0,0-3-0], [6:0-2-12,0-1-8]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.82
0.67
0.17
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.12
-0.20
0.01
(loc)
6-9
6-9
2
l/defl
>741
>462
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 27 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)5=1043/Mechanical, 2=359/0-4-0(min. 0-1-8)
Max Horz2=118(LC 12)
Max Uplift5=-491(LC 12), 2=-201(LC 12)
MaxGrav5=1062(LC 2), 2=525(LC 36)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-10=-279/135, 4-5=-800/869
WEBS 3-6=-452/407, 3-5=-591/514
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)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 7-6-4zone;cantileverleft exposed ;
endverticalleft exposed; porchleft 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) except(jt=lb)
5=491, 2=201.
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) 780 lb down and 854 lb up at
7-6-4 on top chord.The design/selection of suchconnection device(s)is the responsibility of others.
LOADCASE(S)Standard
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T34
TrussType
Jack-Closed
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:182018 Page2ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-d6Pb66dgAuw9MARHE6yD1aumujioGI6DGVthHhzGWzR
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-3=-51, 3-4=-61, 5-7=-20
Concentrated Loads(lb)
Vert: 4=-780
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T35
TrussType
Jack-Closed
Qty
2
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:192018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-5IyzJSdIxB20zK0UoqUSaoRwL63L?n0MV9cFp8zGWzQ
Scale=1:18.3
T1
W1
B1
1
2
3
4
8
9
10
3x4
3x53x5
7-8-0
7-8-0
-1-7-12
1-7-12
0-3-8
0-3-8
7-8-0
7-4-8
0 -4 -5
2 -11
-0
4.0012
PlateOffsets(X,Y)-- [2:0-0-5,Edge], [3:0-3-1,0-0-12], [4:0-3-0,0-1-8]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.84
0.59
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.36
-0.40
0.01
(loc)
4-7
4-7
2
l/defl
>254
>226
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 23 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)4=1037/Mechanical, 2=359/0-4-0(min. 0-1-8)
Max Horz2=132(LC 12)
Max Uplift4=-545(LC 12), 2=-197(LC 12)
MaxGrav4=1171(LC 2), 2=410(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-4=-1077/1133
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)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 7-6-4zone;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 100 lb uplift at joint(s) except(jt=lb)
4=545, 2=197.
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) 881 lb down and 960 lb up at
7-6-4 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: 1-3=-51, 4-5=-20
Concentrated Loads(lb)
Vert: 3=-780
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T36
TrussType
Jack-Closed
Qty
9
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:202018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-ZUWLXoewiVAtbUbgMX?h7?z9tWS9kEGWjpMoLazGWzP
Scale=1:16.4
T1
W1
B1
1
2
3
4
8
9
10
3x4
3x53x4
6-8-0
6-8-0
-1-7-12
1-7-12
0-3-8
0-3-8
6-8-0
6-4-8
0 -4 -5
2 -7 -0
4.0012
PlateOffsets(X,Y)-- [2:0-0-5,Edge], [3:Edge,0-3-8], [4:0-3-0,0-1-8]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.60
0.42
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.21
-0.22
0.01
(loc)
4-7
4-7
2
l/defl
>378
>353
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 20 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)4=1320/Mechanical, 2=325/0-4-0(min. 0-1-8)
Max Horz2=119(LC 12)
Max Uplift4=-687(LC 12), 2=-182(LC 12)
MaxGrav4=1491(LC 2), 2=372(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 3-4=-1410/1550
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)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 6-6-4zone;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 100 lb uplift at joint(s) except(jt=lb)
4=687, 2=182.
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) 1243 lb down and 1391 lb up at
6-6-4 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: 1-3=-51, 4-5=-20
Concentrated Loads(lb)
Vert: 3=-1100
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T36GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:212018 Page1ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-2h4jk8fZTpIjDeAsvFWwfDWNywrTTg1fyT5Lu0zGWzO
Scale=1:16.8
T1
W1
B1
ST1
1
2
3
4
6 5
7
8
9
3x4
3x52x41.5x4
1.5x4
-1-7-12
1-7-12
0-3-8
0-3-8
6-8-0
6-4-8
0 -4 -5
2 -7 -0
4.0012
PlateOffsets(X,Y)-- [4:Edge,0-3-8], [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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.39
0.16
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
1
1
5
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 22 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)5=1098/6-8-0(min. 0-2-15), 2=237/6-8-0(min. 0-2-15), 6=311/6-8-0(min. 0-2-15)
Max Horz2=110(LC 13)
Max Uplift5=-261(LC 12), 2=-106(LC 12), 6=-88(LC 16)
MaxGrav5=1336(LC 30), 2=273(LC 2), 6=350(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 4-5=-1405/1016
WEBS 3-6=-253/305
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-C Corner(3)-1-7-12 to 1-4-4,Exterior(2) 1-4-4 to 6-6-4zone;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)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.
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)Gablestudsspaced at 2-0-0 oc.
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) 6 except(jt=lb)
5=261, 2=106.
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) 1392 lb down and 985 lb up at
6-6-4 on top chord.The design/selection of suchconnection device(s)is the responsibility of others.
LOADCASE(S)Standard
Continued on page 2
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T36GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:212018 Page2ID:6QFQrkfx2Z8?VLyXngotyYyu8ls-2h4jk8fZTpIjDeAsvFWwfDWNywrTTg1fyT5Lu0zGWzO
LOADCASE(S)Standard
1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15
Uniform Loads(plf)
Vert: 1-4=-51, 2-5=-20
Concentrated Loads(lb)
Vert: 4=-1100
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T39
TrussType
Common
Qty
5
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:222018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-Wte6xUgBE6Qaqnl2Ty19CQ3ZTK0HC3cpB6rvQTzGWzN
Scale=1:49.8
T1 T1
B1
W2
W1W1
B1HW1 HW1
1
2
3
4
5
6 7
8
15
16
17 18
19
20
4x6 5x10
4x4
1.5x41.5x4
4x6
11-0-0
11-0-0
22-0-0
11-0-0
-1-2-12
1-2-12
0-3-8
0-3-8
5-7-13
5-4-5
11-0-0
5-4-3
16-4-3
5-4-3
22-0-0
5-7-13
23-2-12
1-2-12
0 -5 -5
7 -9 -5
0 -5 -5
8.0012
PlateOffsets(X,Y)-- [2:0-0-0,0-0-9], [6:0-0-0,0-0-9], [8:0-5-0,0-3-4]
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
0.34
0.89
0.33
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.55
0.03
(loc)
8-14
8-14
6
l/defl
>999
>480
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 83 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*
W2: 2x4SPF No.2
WEDGE
Left: 2x4SPFStud, Right: 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-10-13 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=841/0-6-0(min. 0-1-8), 6=841/0-6-0(min. 0-1-8)
Max Horz2=-213(LC 14)
Max Uplift2=-144(LC 16), 6=-144(LC 17)
MaxGrav2=954(LC 2), 6=954(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 2-15=-1201/175, 3-15=-1128/206, 3-16=-907/162, 16-17=-816/164, 4-17=-813/182,
4-18=-813/182, 18-19=-816/164, 5-19=-907/162, 5-20=-1128/206, 6-20=-1201/175
BOT CHORD 2-8=-188/978, 6-8=-69/939
WEBS 4-8=-60/651, 5-8=-368/241, 3-8=-368/241
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)-1-2-12 to 1-9-4,Interior(1) 1-9-4 to 11-0-0,Exterior(2) 11-0-0 to 14-0-0
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)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)
2=144, 6=144.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
T39GE
TrussType
GABLE
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:232018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-_3CU9qgp_QYRSxJF1gYOkebodjZYxaNyQmaSyvzGWzM
Scale=1:51.2
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
B11
2
3
4
5
6
7
8
9
10
11
12
13
14
15
26 25 24 23 22 21 20 19 18 17 16
27
28
3x4
3x4
3x4
3x4
22-0-0
22-0-0
-1-2-12
1-2-12
0-3-8
0-3-8
11-0-0
10-8-8
22-0-0
11-0-0
23-2-12
1-2-12
0 -5 -5
7 -9 -5
0 -5 -5
8.0012
PlateOffsets(X,Y)-- [8:0-2-0,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
0.12
0.06
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
15
15
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 103 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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 6-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 22-0-0.
(lb)-Max Horz2=213(LC 15)
Max UpliftAll uplift 100 lb orless at joint(s) 8, 2, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14
MaxGravAllreactions 250 lb orless at joint(s) 8, 2, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14
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)-1-2-12 to 2-0-0,Exterior(2) 2-0-0 to 11-0-0, Corner(3) 11-0-0 to 14-0-0
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=15.4 psf(flat
roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1
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)All plates are 1.5x4MT20 unless otherwiseindicated.
8)Gablerequirescontinuous bottomchord bearing.
9)Gablestudsspaced at 2-0-0 oc.
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) 8, 2, 22, 23, 24,
25, 26, 20, 19, 18, 17, 16, 14.
12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V01
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:242018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-SGmsMAhRlkgI45uRbN3dHr8xM7tAg?86eQK0ULzGWzL
Scale=1:60.5
T1 T1
B1
ST2
ST1 ST1
B2
1
2
3
4
5
9 8 7 6
10
11
12 13
14
15
3x4
4x4
3x4
3x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
0-0-4
0-0-4
18-4-6
18-4-2
0-3-8
0-3-8
9-2-3
8-10-11
18-4-6
9-2-3
0 -0 -4
9 -2 -3
0 -0 -4
12.0012
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
0.25
0.16
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: 70 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-7
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 18-3-14.
(lb)-Max Horz1=-231(LC 12)
Max UpliftAll uplift 100 lb orless at joint(s) 1 except 9=-315(LC 16), 6=-315(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 1, 5, 7 except 9=497(LC 29), 6=497(LC 30)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 2-9=-421/343, 4-6=-421/343
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) 0-4-4 to 3-4-4,Interior(1) 3-4-4 to 9-2-3,Exterior(2) 9-2-3 to 12-2-3zone;
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(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 except(jt=lb)
9=315, 6=315.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V02
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:252018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-wSKEaWi3W1o9hFTd84bsq3g7HXESPT8Ft43Z1nzGWzK
Scale=1:50.7
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10
11 12
13
14
3x4
4x4
3x4
1.5x41.5x4
1.5x4
1.5x4
1.5x4
0-0-4
0-0-4
15-8-6
15-8-2
0-3-8
0-3-8
7-10-3
7-6-11
15-8-6
7-10-3
0 -0 -4
7 -10
-3
0 -0 -4
12.0012
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
0.17
0.10
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 58 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 15-7-14.
(lb)-Max Horz1=196(LC 13)
Max UpliftAll uplift 100 lb orless at joint(s) 1, 5 except 8=-262(LC 16), 6=-262(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 1, 5, 7 except 8=408(LC 29), 6=408(LC 30)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 2-8=-357/294, 4-6=-357/294
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) 0-4-4 to 3-4-4,Interior(1) 3-4-4 to 7-10-3,Exterior(2) 7-10-3 to 10-10-3
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(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, 5 except(jt=lb)
8=262, 6=262.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V03
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:262018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-OeucnrjhHLw0JP2qio65MGDIPxab8x4O6kp6ZEzGWzJ
Scale=1:42.4
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10 11
12
3x4
4x4
3x4
1.5x41.5x4
1.5x4
1.5x4
1.5x4
0-0-4
0-0-4
13-0-6
13-0-2
0-3-8
0-3-8
6-6-3
6-2-11
13-0-6
6-6-3
0 -0 -4
6 -6 -3
0 -0 -4
12.0012
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
0.15
0.10
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 46 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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 12-11-14.
(lb)-Max Horz1=-161(LC 12)
Max UpliftAll uplift 100 lb orless at joint(s) 1, 5 except 8=-226(LC 16), 6=-226(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 1, 5, 7 except 8=347(LC 29), 6=347(LC 30)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 2-8=-321/268, 4-6=-321/267
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) 0-4-4 to 3-4-4,Interior(1) 3-4-4 to 6-6-3,Exterior(2) 6-6-3 to 9-6-3zone;
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(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, 5 except(jt=lb)
8=226, 6=226.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V04
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:272018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-sqR??BkJ2f2txZd0GVdKvUmPyLtKtOcYLOYg5gzGWzI
Scale=1:34.2
T1 T1
B1
ST1
1
2
3
4
5
6
7 8
9
10
2x4
4x4
2x4
1.5x4
10-4-2
10-4-2
10-4-6
0-0-4
0-3-8
0-3-8
5-2-3
4-10-11
10-4-6
5-2-3
0 -0 -4
5 -2 -3
0 -0 -4
12.0012
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
0.42
0.20
0.09
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: 33 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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.(lb/size)1=205/10-3-14(min. 0-1-8), 3=205/10-3-14(min. 0-1-8), 4=273/10-3-14(min. 0-1-8)
Max Horz1=126(LC 13)
Max Uplift1=-64(LC 17), 3=-64(LC 17)
MaxGrav1=236(LC 2), 3=236(LC 2), 4=302(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) 0-4-4 to 3-4-4,Interior(1) 3-4-4 to 5-2-3,Exterior(2) 5-2-3 to 8-2-3zone;
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(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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V05
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:272018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-sqR??BkJ2f2txZd0GVdKvUmSBLottP?YLOYg5gzGWzI
Scale=1:25.4
T1 T1
B1
1
2
34
5 6
7
2x4
3x4
2x4
0-0-4
0-0-4
7-8-6
7-8-2
0-3-8
0-3-8
3-10-3
3-6-11
7-8-6
3-10-3
0 -0 -4
3 -10
-3
0 -0 -4
12.0012
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-P
0.21
0.55
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: 20 lb FT= 14%
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)1=248/7-7-14(min. 0-1-8), 3=248/7-7-14(min. 0-1-8)
Max Horz1=91(LC 15)
Max Uplift1=-28(LC 17), 3=-28(LC 16)
MaxGrav1=280(LC 2), 3=280(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) 0-4-4 to 3-4-4,Interior(1) 3-4-4 to 3-10-3,Exterior(2) 3-10-3 to 6-10-3zone;
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(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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V06
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:282018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-K1?NCXkypyAkYiCCqD8ZRhIf1kDccsEhZ2IDd6zGWzH
Scale=1:18.1
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-4
0-0-4
5-0-6
5-0-2
0-3-8
0-3-8
2-6-3
2-2-11
5-0-6
2-6-3
0 -0 -4
2 -6 -3
0 -0 -4
12.0012
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-P
0.08
0.20
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.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 5-0-6 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=153/4-11-14(min. 0-1-8), 3=153/4-11-14(min. 0-1-8)
Max Horz1=-57(LC 12)
Max Uplift1=-17(LC 16), 3=-17(LC 16)
MaxGrav1=173(LC 2), 3=173(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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V07
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:292018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-pDZlPtlaaGIbAsnPNwfo_vrro8cVLIUroi1nAZzGWzG
Scale=1:8.7
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-4
0-0-4
2-4-6
2-4-2
0-3-8
0-3-8
1-2-3
0-10-11
2-4-6
1-2-3
0 -0 -4
1 -2 -3
0 -0 -4
12.0012
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-P
0.01
0.03
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.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-4-6 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=59/2-3-14(min. 0-1-8), 3=59/2-3-14(min. 0-1-8)
Max Horz1=-22(LC 14)
Max Uplift1=-7(LC 16), 3=-7(LC 16)
MaxGrav1=66(LC 2), 3=66(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;
porchleft 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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V08
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:302018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-HP77dDmCLaRSo0MbxeA1X6O_JYxd4jY_1MnKi?zGWzF
Scale:1/4"=1'
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10 11
12
3x4
4x4
3x4
1.5x41.5x4
1.5x4
1.5x4
1.5x4
0-0-4
0-0-4
14-8-6
14-8-2
0-3-8
0-3-8
7-4-3
7-0-11
14-8-6
7-4-3
0 -0 -4
7 -4 -3
0 -0 -4
12.0012
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
0.15
0.10
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 53 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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 14-7-14.
(lb)-Max Horz1=-183(LC 12)
Max UpliftAll uplift 100 lb orless at joint(s) 1, 5 except 8=-246(LC 16), 6=-246(LC 17)
MaxGravAllreactions 250 lb orless at joint(s) 1, 5, 7 except 8=381(LC 29), 6=381(LC 30)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 2-8=-340/281, 4-6=-340/280
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) 0-4-4 to 3-4-3,Interior(1) 3-4-3 to 7-4-3,Exterior(2) 7-4-3 to 10-4-3zone;
cantileverleft and right exposed ; end verticalleft and right exposed; porchleft 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, 5 except(jt=lb)
8=246, 6=246.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V09
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:312018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-lchVqZnq6tZJQAxnVLhG3Kw1JyE6pAo7F0WtERzGWzE
Scale=1:39.3
T1 T1
B1
ST1
1
2
3
4
5
6
7 8
9
10
3x4
4x4
3x4
1.5x4
0-0-4
0-0-4
12-0-6
12-0-2
0-3-8
0-3-8
6-0-3
5-8-11
12-0-6
6-0-3
0 -0 -4
6 -0 -3
0 -0 -4
12.0012
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
0.59
0.27
0.14
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: 38 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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.(lb/size)1=241/11-11-14(min. 0-1-8), 3=241/11-11-14(min. 0-1-8), 4=320/11-11-14(min. 0-1-8)
Max Horz1=148(LC 15)
Max Uplift1=-75(LC 17), 3=-75(LC 17)
MaxGrav1=277(LC 2), 3=277(LC 2), 4=354(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) 0-4-4 to 3-4-4,Interior(1) 3-4-4 to 6-0-3,Exterior(2) 6-0-3 to 9-0-3zone;
cantileverleft and right exposed ; end verticalleft and right exposed; porchleft 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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V10
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:322018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-DoFu2vnStBhA1KVz33DVcXTG0MR2YfEHUgGRmtzGWzD
Scale=1:30.3
T1 T1
B1
1
2
3
4
5
6 7
8
9
2x4
3x4
2x4
0-0-4
0-0-4
9-4-6
9-4-2
0-3-8
0-3-8
4-8-3
4-4-11
9-4-6
4-8-3
0 -0 -4
4 -8 -3
0 -0 -4
12.0012
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-P
0.33
0.87
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: 25 lb FT= 14%
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 6-11-2 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=307/9-3-14(min. 0-1-8), 3=307/9-3-14(min. 0-1-8)
Max Horz1=-113(LC 12)
Max Uplift1=-35(LC 17), 3=-35(LC 17)
MaxGrav1=346(LC 2), 3=346(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-4=-257/83, 3-9=-257/83
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) 0-4-4 to 3-4-4,Interior(1) 3-4-4 to 4-8-3,Exterior(2) 4-8-3 to 7-8-3zone;
cantileverleft and right exposed ; end verticalleft and right exposed; porchleft 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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V11
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:322018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-DoFu2vnStBhA1KVz33DVcXTJrMYTYfEHUgGRmtzGWzD
Scale=1:22.6
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-4
0-0-4
6-8-6
6-8-2
0-3-8
0-3-8
3-4-3
3-0-11
6-8-6
3-4-3
0 -0 -4
3 -4 -3
0 -0 -4
12.0012
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-P
0.15
0.39
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: 17 lb FT= 14%
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)1=212/6-7-14(min. 0-1-8), 3=212/6-7-14(min. 0-1-8)
Max Horz1=-78(LC 14)
Max Uplift1=-24(LC 17), 3=-24(LC 17)
MaxGrav1=240(LC 2), 3=240(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;
porchleft 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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V12
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:332018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-h_pGFFo4eVp1fU4Acmkk8l0WIly5H6UQjK?_JKzGWzC
Scale=1:12.9
T1 T1
B1
1
2
3
2x4
3x4
2x4
0-0-4
0-0-4
4-0-6
4-0-2
0-3-8
0-3-8
2-0-3
1-8-11
4-0-6
2-0-3
0 -0 -4
2 -0 -3
0 -0 -4
12.0012
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-P
0.04
0.11
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: 10 lb FT= 14%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-0-6 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=118/3-11-14(min. 0-1-8), 3=118/3-11-14(min. 0-1-8)
Max Horz1=-43(LC 12)
Max Uplift1=-13(LC 16), 3=-13(LC 17)
MaxGrav1=133(LC 2), 3=133(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;
porchleft 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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V13
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:342018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-9BMeTapiPoxtHdfMATFzhyYhy9Jb0Zjay_lXrmzGWzB
Scale=1:11.1
T1
W1
B1
1
2
3
2x4
1.5x4
1.5x4
2-5-12
2-5-12
0 -0 -4
1 -7 -13
8.0012
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
0.05
0.03
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: 7 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 2-5-12 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 accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=65/2-5-6(min. 0-1-8), 3=65/2-5-6(min. 0-1-8)
Max Horz1=49(LC 13)
Max Uplift1=-7(LC 16), 3=-24(LC 16)
MaxGrav1=74(LC 2), 3=82(LC 29)
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
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V14
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:352018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-dNw0gwqLA63kunEYkBmCEA5ocZcIl0zjAeU5NCzGWzA
Scale=1:19.5
T1
W1
B1
1
2
3
4
5
2x4
1.5x4
1.5x4
4-11-12
4-11-12
0 -0 -4
3 -3 -13
8.0012
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
0.19
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: 15 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 4-11-12 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 accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=154/4-11-6(min. 0-1-8), 3=154/4-11-6(min. 0-1-8)
Max Horz1=115(LC 13)
Max Uplift1=-16(LC 16), 3=-57(LC 16)
MaxGrav1=174(LC 2), 3=194(LC 29)
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) 0-5-12 to 3-5-12,Interior(1) 3-5-12 to 4-10-0zone;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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V15
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:352018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-dNw0gwqLA63kunEYkBmCEA5rWZe5l0zjAeU5NCzGWzA
Scale=1:14.5
T1
W1
B1
1
2
3
2x4
1.5x4
1.5x4
3-5-12
3-5-12
0 -0 -4
2 -3 -13
8.0012
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
0.12
0.08
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: 10 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-5-12 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 accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=101/3-5-6(min. 0-1-8), 3=101/3-5-6(min. 0-1-8)
Max Horz1=76(LC 13)
Max Uplift1=-11(LC 16), 3=-37(LC 16)
MaxGrav1=114(LC 2), 3=127(LC 29)
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
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V16
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:362018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-5ZUOtGrzxQBbWxplIuHRmNe1oz?IUTDtPIEevfzGWz9
Scale=1:9.4
T1
W1
B1
1
2
3
2x4
1.5x4
1.5x4
1-11-12
1-11-12
0 -0 -4
1 -3 -13
8.0012
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
0.03
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= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 1-11-12 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 accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=48/1-11-6(min. 0-1-8), 3=48/1-11-6(min. 0-1-8)
Max Horz1=36(LC 13)
Max Uplift1=-5(LC 16), 3=-18(LC 16)
MaxGrav1=54(LC 2), 3=60(LC 29)
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
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V17
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:372018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-am2n5crbhjJS85OxrcogJaA94NJjDwi0eyzCS5zGWz8
Scale=1:16.9
T1 T1
B1
ST1
1
2
3
4
5
6
7
8
9
10
2x4
4x4
2x41.5x4
0-0-8
0-0-8
9-1-12
9-1-4
0-3-8
0-3-8
4-6-14
4-3-6
9-1-12
4-6-14
0 -0 -4
2 -3 -7
0 -0 -4
6.0012
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
0.25
0.13
0.05
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= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF 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.(lb/size)1=141/9-0-12(min. 0-1-8), 3=141/9-0-12(min. 0-1-8), 4=277/9-0-12(min. 0-1-8)
Max Horz1=-35(LC 21)
Max Uplift1=-42(LC 16), 3=-48(LC 17), 4=-6(LC 16)
MaxGrav1=161(LC 2), 3=161(LC 2), 4=309(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) 0-7-9 to 3-7-9,Interior(1) 3-7-9 to 4-6-14,Exterior(2) 4-6-14 to 7-6-14zone;
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=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, 4.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V18
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:382018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-2yc9IysDS1RJlFz7PJJvrojNHmgzyNj9scjl_XzGWz7
Scale=1:7.5
T1 T1
B1
1
2
3
2x4
3x4
2x4
3-9-4
3-9-4
3-9-12
0-0-8
0-3-8
0-3-8
1-10-14
1-7-6
3-9-12
1-10-14
0 -0 -4
0 -11
-7
0 -0 -4
6.0012
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-P
0.03
0.07
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.2
BRACING-
TOP CHORD Structuralwoodsheathing directly applied or 3-9-12 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=90/3-8-12(min. 0-1-8), 3=90/3-8-12(min. 0-1-8)
Max Horz1=11(LC 16)
Max Uplift1=-14(LC 16), 3=-14(LC 17)
MaxGrav1=102(LC 2), 3=102(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 # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V19
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:392018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-W8AXWItrDLZANPYKz1r8O?GWeA0chnxJ5GSIWzzGWz6
Scale=1:41.1
T2
W1
B1
ST3
ST2
ST1
T1
B2
1
2
3
4
5
6
11 10 9 8 7
12
13
3x4
3x4 3x4
16-2-8
16-2-8
0-3-8
0-3-8
16-2-8
15-11-0
0 -0 -4
8 -1 -4
6.0012
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
0.18
0.10
0.19
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: 59 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2
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.
WEBS 1 Row at midpt 6-7
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 16-2-0.
(lb)-Max Horz1=315(LC 16)
Max UpliftAll uplift 100 lb orless at joint(s) 7 except 8=-116(LC 16), 9=-105(LC 16), 11=-116(LC 16)
MaxGravAllreactions 250 lb orless at joint(s) 7, 1 except 8=361(LC 22), 9=310(LC 2), 11=341(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-12=-323/123, 2-12=-306/142
WEBS 5-8=-275/168
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) 0-7-9 to 3-7-9,Interior(1) 3-7-9 to 16-0-12zone;cantileverleft exposed ;
endverticalleft 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)All plates are 1.5x4MT20 unless otherwiseindicated.
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) 7 except(jt=lb)
8=116, 9=105, 11=116.
8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V20
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:402018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-_LkvjeuT_eh1?Y7WXkMNwDocqaJHQGPSKwCs3QzGWz5
Scale=1:43.2
T1 W1
B1
ST2
ST1
1
2
3
4
7 6 5
8
9 10
3x4
3x4
2x41.5x4
1.5x4
1.5x4
1.5x4
14-2-8
14-2-8
0 -0 -4
7 -1 -4
6.0012
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
0.47
0.20
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 49 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 14-2-0.
(lb)-Max Horz1=280(LC 13)
Max UpliftAll uplift 100 lb orless at joint(s) 5, 6 except 7=-155(LC 16)
MaxGravAllreactions 250 lb orless at joint(s) 1, 5 except 6=300(LC 22), 7=459(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-8=-314/194, 2-8=-298/222
WEBS 2-7=-323/202
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) 0-7-9 to 3-7-9,Interior(1) 3-7-9 to 14-0-12zone;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
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) 5, 6 except(jt=lb)
7=155.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V21
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:412018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-SXIHx_u5lypucihi4StcTQLpd_h69j2cZaxPbszGWz4
Scale=1:37.3
T1 W1
B1
ST2
ST1
1
2
3
4
7 6 5
8
9
3x4
2x4
2x41.5x4
1.5x4
1.5x4
1.5x4
12-2-8
12-2-8
0 -0 -4
6 -1 -4
6.0012
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
0.34
0.10
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 41 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.All bearings 12-2-0.
(lb)-Max Horz1=238(LC 13)
Max UpliftAll uplift 100 lb orless at joint(s) 5 except 6=-115(LC 16), 7=-113(LC 16)
MaxGravAllreactions 250 lb orless at joint(s) 1, 5 except 6=340(LC 2), 7=334(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-8=-286/177, 2-8=-268/196
WEBS 3-6=-258/169
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) 0-7-9 to 3-7-9,Interior(1) 3-7-9 to 12-0-12zone;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
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) 5 except(jt=lb)
6=115, 7=113.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V22
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:412018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-SXIHx_u5lypucihi4StcTQLpA_fH9jzcZaxPbszGWz4
Scale=1:30.8
T1 W1
B1
ST1
1
2
3
5 4
6
7
8
2x4
1.5x4
1.5x41.5x4
1.5x4
10-0-0
10-0-0
10-2-8
0-2-8
0 -0 -4
4 -11
-8
4 -10
-5
6.0012
PlateOffsets(X,Y)-- [3:0-2-0,0-0-8]
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-P
0.37
0.22
0.10
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: 32 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=159/10-2-0(min. 0-1-8), 4=80/10-2-0(min. 0-1-8), 5=429/10-2-0(min. 0-1-8)
Max Horz1=197(LC 13)
Max Uplift4=-28(LC 13), 5=-163(LC 16)
MaxGrav1=179(LC 2), 4=103(LC 22), 5=484(LC 2)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 2-5=-363/236
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) 0-7-9 to 3-7-9,Interior(1) 3-7-9 to 10-0-12zone;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
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=163.
7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V23
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:422018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-wjrg8KvkWGxlEsGue9Or0euugO0zuAdlnEhz7IzGWz3
Scale=1:19.8
0 -1 -11
T1
T2
W1
B1
ST1
1
2 3
5 4
6
7
8
2x4
4x4 1.5x4
1.5x41.5x4
8-2-8
8-2-8
0-3-8
0-3-8
6-0-0
5-8-8
8-2-8
2-2-8
0 -0 -4
2 -10
-5
3 -0 -0
2 -10
-5
6.0012
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
0.71
0.19
0.07
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: 24 lb FT= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=173/8-2-0(min. 0-1-8), 4=61/8-2-0(min. 0-1-8), 5=312/8-2-0(min. 0-1-8)
Max Horz1=106(LC 13)
Max Uplift1=-36(LC 16), 4=-31(LC 12), 5=-39(LC 16)
MaxGrav1=270(LC 35), 4=89(LC 34), 5=380(LC 35)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
WEBS 2-5=-273/217
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) 0-7-9 to 3-7-9,Interior(1) 3-7-9 to 6-0-0,Exterior(2) 6-0-0 to 8-0-12zone;
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)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, 4, 5.
9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.
LOADCASE(S)Standard
DE Job # 58609-W1
Dansco Engineering, LLC
Date: 5/15/18
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
1802075-12T
Truss
V24
TrussType
Valley
Qty
1
Ply
1
1802075-12TDWH Jackson'sGrantLot175
Job Reference (optional)
Run:8.200 s Apr72018 Print:8.200 s Apr72018MiTekIndustries,Inc.MonMay1417:48:432018 Page1ID:06h44wAQ1VTyi9ipGVKEcMynZiV-OvP2LfwMHZ3cs0r5Csv4YrQ8wnLvdeyv0uQWflzGWz2
Scale:1"=1'
0 -1 -11
T1 T2
W1
B1
1
2
3
4
5
6
3x4
3x4
4x4
3x4
6-2-8
6-2-8
0-3-8
0-3-8
2-0-0
1-8-8
6-2-8
4-2-8
0 -0 -4
0 -10
-5
1 -0 -0
0 -10
-5
6.0012
PlateOffsets(X,Y)-- [2:0-2-0,Edge], [3:Edge,0-3-8]
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
0.42
0.21
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= 20%
GRIP
197/144
LUMBER-
TOP CHORD2x4SPF No.2
BOT 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 10-0-0 oc bracing.
MiTekrecommends that Stabilizers and requiredcross bracing
beinstalled during truss erection,in accordancewithStabilizer
Installation guide.
REACTIONS.(lb/size)1=208/6-2-0(min. 0-1-8), 4=218/6-2-0(min. 0-1-8)
Max Horz1=23(LC 13)
Max Uplift1=-26(LC 13), 4=-44(LC 13)
MaxGrav1=222(LC 34), 4=282(LC 34)
FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.
TOP CHORD 1-5=-387/177, 2-5=-372/182, 2-6=-342/163, 3-6=-345/162
BOT CHORD 1-4=-139/342
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=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)Bearing at joint(s) 4 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify
capacity of bearingsurface.
9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 4.
10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI
1.
LOADCASE(S)Standard