HomeMy WebLinkAboutsealed truss drawings.PDF B14423159
ProBuild (Mooresville).
July 31, 2016.My license renewal date for the state of Indiana is
Pages or sheets covered by this seal:
Homes by McKenzie 906 VWC
Ryan Dexter, P.E.
The Truss Design Drawing(s) [TDD(s)] referenced below have been prepared based on the parameters provided by
The seal on this cover sheet and/or a TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer)
under TPI 1. The design assumptions, loading conditions, load path, suitability and use of this Truss for any Building is
the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC,
the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage,
installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD
and the practices and guidelines of Building Component Safety Information (BCSI) published by the Truss Plate Institute
and the Structural Building Component Association are referenced for general guidance. TPI 1 defines the responsibilities
and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract
agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building.
Re:
thru I8777016I8776956
MiTek 20/20 7.4
Each Truss Design Drawing (TDD) utilizes the design values published by the Metal Connector Plate (MCP) manufacturers.
The TDD further utilizes the design values published by the applicable lumber rules-writing agency as approved by the American Lumber
Standards Committee (ALSC), and which design values have been incorporated into lumber design provisions and equations by the American
Wood Council (AWC) and inputted into modeling and analysis TDD software created and owned by the MCP manufacturers. The lumber
design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting. The lumber rules-
writing agency published grading rules shall further apply to the Owner, Building Designer and Contractor. All capitalized terms are as defined
in ANSI/TPI 1, the National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1).
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
Important Notice:
DrJ Engineering, LLC
6300 Enterprise Lane
Madison, Wisconsin 53719
(FKA: DrJ Consulting, LLC)
September 23,2014
Job
B14423159
Truss
GE01
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776956
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:24 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-UPeg79DuR6LweNBx0nsJrBcPQmUK0RK0DEk705yb1kT
Scale = 1:62.8
2-37
1-10
10-19
18-20
32-37
10-28
9-29
8-30
7-31
6-33
5-34
4-35
3-36
11-27
12-26
13-25
14-24
15-23
16-22
17-21
20-32
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
2x4
3x4
4x6
2x4
3x4
3x6
22-0-0
22-0-0
-0-10-8
0-10-8
11-0-0
11-0-0
22-0-0
11-0-0
22-10-8
0-10-8
1-
2
-
8
10
-
4
-
8
1-
2
-
8
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.09
0.09
0.14
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.01
0.00
-0.00
(loc)
19
19
20
18
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 150 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud *Except*
10-28,9-29,11-27: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 10-28, 9-29, 11-27
REACTIONS All bearings 22-0-0.
(lb) - Max Horz 37=-247(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 33, 34, 35, 27, 26, 25, 24, 23, 22 except
37=-161(LC 4), 20=-126(LC 5), 36=-164(LC 5), 21=-142(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 37, 20, 29, 30, 31, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21
except 28=287(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 8-9=-24/267, 9-10=-28/284, 10-11=-28/284, 11-12=-24/267
WEBS 10-28=-302/0
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 33, 34, 35,
27, 26, 25, 24, 23, 22 except (jt=lb) 37=161, 20=126, 36=164, 21=142.
10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE02
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776957
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:26 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-QolQYrF8zjceugLJ7CunwchjHZ2NUBfJgYDE5_yb1kR
Scale: 3/16"=1’
1-3
3-5
5-8
12-15
3-13
4-13 4-11
5-11
6-11
2-15
2-13
7-9
6-9
16-17 18-19
20-22
21-22
23-25
24-25
26-28
27-28 29-30
31-32
10-33
9-12
1 2
3
4
5
6
7 8
15 13 12 11
10 9
14
4x6
4x6
6x8 3x8 4x8
4x6
3x8
4x6
3x4
3x4
3-0-0
3-0-0
4-0-0
1-0-0
14-0-0
10-0-0
22-2-8
8-2-8
25-0-0
2-9-8
-0-10-8
0-10-8
4-0-0
4-0-0
9-0-0
5-0-0
14-0-0
5-0-0
19-4-4
5-4-4
25-0-0
5-7-12
25-10-8
0-10-8
0-
8
-
8
2-
0
-
8
10
-
4
-
8
1-
2
-
8
4.00 12
10.00 12
Plate Offsets (X,Y): [15:Edge,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.20
0.63
0.79
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.24
-0.68
0.03
0.08
(loc)
11-13
11-13
9
11-13
l/defl
>937
>334
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 168 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud *Except*
18-19: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS All bearings 3-1-0 except (jt=length) 15=3-3-8, 14=0-3-8.
(lb) - Max Horz 15=247(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 15, 14 except 9=-120(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 10, 10 except 15=401(LC 1), 9=857(LC 1), 14=724(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-819/0, 3-4=-1106/61, 4-5=-772/177, 5-6=-779/174, 2-15=-535/57, 7-9=-308/195
BOT CHORD 12-13=-37/699, 11-12=-37/699, 10-11=0/645, 9-10=0/645
WEBS 3-13=-635/121, 4-13=0/363, 4-11=-301/164, 5-11=-121/565, 2-13=0/790, 6-9=-765/0
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 14 except (jt=lb)
9=120.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE03
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776958
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:26 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-QolQYrF8zjceugLJ7CunwchmXZBbUNQJgYDE5_yb1kR
Scale = 1:13.2
2-7
1-4 4-5
5-7
3-6
1
2
3
4
7 6
5
3x6
1.5x4
1.5x4
1.5x4
1.5x4
4-0-0
4-0-0
-0-10-8
0-10-8
4-0-0
4-0-0
0-
8
-
8
2-
0
-
8
4.00 12
Plate Offsets (X,Y): [7:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.05
0.04
0.04
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
0.00
0.00
0.00
-0.00
(loc)
1
1
6
1
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)7=152/3-3-8 (min. 0-1-8), 6=206/3-3-8 (min. 0-1-8)
Max Horz 7=60(LC 5)
Max Uplift 7=-37(LC 4), 6=-22(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable studs spaced at 1-4-0 oc.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6.
6) n/a
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE04
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776959
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:29 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-rNRZAsH1Fe_Dl84upKRUYFJE5nB6hhYlMWRuiIyb1kO
Scale = 1:80.0
1-3
3-5 5-6
2-18
3-19
4-19
4-10
5-10
2-2
6-7
6-10
22-23
11-23
24-25
12-25
26-27
13-27
4-14
15-28
29-30
16-29
31-32
17-31
20-3321-34
35-36
9-36
37-39
38-39
40-42
41-42
43-45
44-45
7-18
1
2
3
4
5
6
21 20 19
18
17 16 15 14 13 12 11 10 9 7
8
4x6
4x6
4x6
3x8
3x6
3x4
3x6
2x4
2x4 3x8
4-7-12
4-7-12
15-2-0
10-6-4
17-1-0
1-11-0
21-4-8
4-3-8
-0-10-8
0-10-8
4-7-12
4-7-12
9-10-14
5-3-2
15-2-0
5-3-2
21-4-8
6-2-8
0-
6
-
1
4
3-
8
-
1
12
-
5
-
4
7-
3
-
3
8.00 12
10.00 12
Plate Offsets (X,Y): [2:0-3-8,Edge], [4:0-2-0,0-0-0], [6:0-2-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.22
0.11
0.20
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.02
0.01
0.01
(loc)
7-8
7-8
7
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 204 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud *Except*
22-23,35-36: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-19, 4-10, 5-10
REACTIONS All bearings 17-1-0 except (jt=length) 7=0-3-8, 8=0-3-8.
(lb) - Max Horz 2=372(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21 except 19=-151(LC 6),
10=-179(LC 6), 9=-165(LC 2)
Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 12, 13, 14, 15, 16, 17,
20, 21 except 19=460(LC 1), 10=511(LC 1), 8=297(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-19=-290/170, 5-10=-303/34
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21 except
(jt=lb) 19=151, 10=179, 9=165.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE05
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776960
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:37 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-cvwbsbN2N5_4iMhRH0bMsxeTp?qYZDJxClNJ_ryb1kG
Scale = 1:71.9
3-4
4-5
5-7
1-17
6-13
12-14
2-18
2-16
4-16
5-15
11-15
8-15
8-111-1
9-10
1-3
7-10
15-17
10-12
4-15 19-21
20-21
22-23
22-24
25-26
25-27
28-29
28-30
31-3233-34
35-36
35-37
38-39
38-40
3-41
41-42
43-44
43-4546-47
48-4950-5152-53
54-55
56-57
58-59
59-61
60-61
62-64
63-64
65-67
66-67
68-70
69-70 71-72 73-74
75-76
1
2
3
4 5 6
7
8
9
10
18 17 16 15
14 13
12
11
5x8 5x12
5x6 WB
3x8
3x6
3x4
3x6
3x6
3x4
6x16
3x4
3x6
3x12
5x6
5x6
5x6
3x6
0-2-0
7-1-7
7-1-7
14-1-11
7-0-4
21-6-8
7-4-13
21-7-0
0-0-8
29-5-10
7-10-10
37-10-0
8-4-6
7-1-7
7-1-7
14-1-11
7-0-4
21-4-12
7-3-1
29-5-10
8-0-14
37-10-0
8-4-6
0-
6
-
1
4
10
-
0
-
0
12
-
0
-
0
1-
0
-
8
2-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y): [1:0-3-8,Edge], [3:0-3-0,0-3-0], [4:0-5-12,0-2-0], [5:0-8-0,0-1-8], [7:0-3-0,0-3-4], [10:0-8-5,Edge], [15:0-5-0,0-3-0], [61:0-1-10,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.75
0.46
0.54
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.11
-0.28
0.04
0.04
(loc)
10-11
10-11
10
1-18
l/defl
>999
>689
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 339 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-18,11-15,8-11: 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud *Except*
31-32,33-34: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF-S Stud
SLIDER Right 2x8 SP 2400F 2.0E 5-1-15
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except
2-0-0 oc purlins (10-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
1 Row at midpt 6-15
10-0-0 oc bracing: 13-15
WEBS 1 Row at midpt 2-16, 5-15, 8-15, 4-15
REACTIONS (lb/size)1=809/0-3-8 (min. 0-1-8), 15=1658/0-3-8 (min. 0-2-10), 10=554/0-3-8 (min. 0-1-8)
Max Horz 1=-267(LC 4)
Max Uplift 1=-70(LC 6), 10=-125(LC 7)
Max Grav 1=809(LC 1), 15=1658(LC 1), 10=603(LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1088/184, 2-3=-586/187, 3-4=-456/229, 4-5=0/262, 5-6=-100/387, 6-7=0/260,
8-9=-519/213, 9-10=-643/176
BOT CHORD 1-18=-124/823, 17-18=-124/823, 16-17=-124/823, 15-16=-81/386, 6-15=-338/227,
10-11=-50/431
WEBS 2-18=0/305, 2-16=-542/164, 4-16=0/539, 5-15=-430/260, 11-15=-62/439, 8-15=-552/153,
8-11=0/308, 4-15=-802/58
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) The Fabrication Tolerance at joint 5 = 0%
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
10=125.
10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE05
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776960
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:38 2014 Page 2 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-45Uz3xOg8P6xKWGdqj6bP8BeZPAnIgZ4RP7tWHyb1kF
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
Job
B14423159
Truss
GE06
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776961
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:39 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-YI2LGHPIvjEoygqpORdqxMk_Gpdo1FRDf3sQ2jyb1kE
Scale = 1:38.9
2-35
7-15
15-19
28-35
15-2314-2413-2512-2611-2710-289-298-306-315-324-333-34
16-22
17-21
18-20
1-7
19-28
1 2 3
4
5
6 7 8
9
10
11
12
13
14 15
16
17
18
19
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
3x6
3x4
4x6
5x6
22-1-0
22-1-0
-0-10-8
0-10-8
15-10-8
15-10-8
22-1-0
6-2-8
1-
3
-
1
4
5-
3
-
8
0-
1
-
7
3.00 12
10.00 12
Plate Offsets (X,Y): [15:0-4-5,0-2-4], [28:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.05
0.03
0.05
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
1
1
19
1
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 96 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 22-1-0.
(lb) - Max Horz 35=130(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 35, 19, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 22, 21, 20
Max Grav All reactions 250 lb or less at joint(s) 35, 19, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 22,
21, 20
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 19, 24, 25, 26, 27,
28, 29, 30, 31, 32, 33, 34, 22, 21, 20.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE07
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776962
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:39 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-YI2LGHPIvjEoygqpORdqxMkzypdE1F1Df3sQ2jyb1kE
Scale = 1:14.7
1-5
5-6
6-9
2-9
4-7
3-8
1
2
3
4
5
9
8 7
6
1.5x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
4-0-0
4-0-0
-0-10-8
0-10-8
4-0-0
4-0-0
1-
3
-
1
4
2-
3
-
1
4
3.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.07
0.06
0.01
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.01
0.00
0.01
(loc)
8
7-8
6
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6=140/0-3-8 (min. 0-1-8), 9=218/0-3-8 (min. 0-1-8)
Max Horz 9=65(LC 5)
Max Uplift 6=-17(LC 6), 9=-45(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable studs spaced at 1-4-0 oc.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE08
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776963
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:40 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-0UcjUdQwg0MfZqP?y883UZG9wDzYmizNujc_bAyb1kD
Scale = 1:24.8
2-9
1-5 5-6
6-9
4-7
3-8
1
2
3
4
5
9 8 7 6
1.5x4
2x4
2x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
-0-10-8
0-10-8
3-8-0
3-8-0
1-
2
-
8
4-
3
-
3
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.06
0.06
0.03
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
1
1
6
1
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 20 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 3-8-0.
(lb) - Max Horz 9=125(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7 except 8=-140(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7 except (jt=lb)
8=140.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE09
Truss Type
GABLE
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776964
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:41 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-Ug95hzQYQKUWB__CWrfI1npGNc4qV5PW7NLX7cyb1kC
Scale = 1:45.4
1-4
4-5
5-8
14-16
3-15 3-13
4-13 5-13
5-12
6-12 6-112-16 2-15
17-1819-20
14-19
21-22
21-23
24-25
26-2728-2930-31
32-33
34-35 36-37
38-39 10-40 9-41
7-14
1 2
3
4
5
6
7 8
16 15 14 13 12 11
10 9
4x6
5x6
2x4
3x4
3x6 3x8 3x4
3x4
4x6
5x6
3x6
6-2-12
6-2-12
12-2-0
5-11-4
13-3-7
1-1-7
18-11-2
5-7-10
20-1-0
1-1-14
25-4-8
5-3-8
-0-10-8
0-10-8
6-2-12
6-2-12
12-2-0
5-11-4
13-3-7
1-1-7
18-11-2
5-7-10
25-4-8
6-5-6
25-10-8
0-6-0
2-
3
-
0
4-
4
-
5
5-
3
-
8
0-
3
-
1
5
3.00 12
10.00 12
4.00 12
Plate Offsets (X,Y): [4:0-4-0,0-2-0], [7:0-1-2,Edge], [14:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.27
0.95
0.28
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.27
0.04
0.08
(loc)
11-12
11-12
7
11-12
l/defl
>999
>903
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 133 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 10-11,9-10.
REACTIONS All bearings 0-3-8 except (jt=length) 9=5-3-8, 7=5-3-8.
(lb) - Max Horz 16=-60(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 16, 7, 10 except 9=-289(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 9 except 16=926(LC 1), 7=547(LC 1), 10=925(LC 1), 10=925(LC
1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1219/186, 3-4=-1025/185, 4-5=-1199/230, 5-6=-1259/196, 6-7=-1090/157,
2-16=-868/181
BOT CHORD 14-15=-76/1142, 13-14=-76/1142, 12-13=-59/1131, 11-12=-94/979, 10-11=-94/979,
9-10=-94/979, 7-9=-94/979
WEBS 3-13=-296/68, 4-13=-116/778, 5-13=-684/134, 6-11=-519/150, 2-15=-103/1125
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 7, 10 except
(jt=lb) 9=289.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE10
Truss Type
GABLE
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776965
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:42 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-ytjUvJRBBedNp8ZO3ZAXZ_MQF0b_EYKgM154f2yb1kB
Scale = 1:45.3
1-4
4-5
5-8
15-17
3-16 3-14
4-14 5-14
5-13
6-13 6-112-17 2-16
18-1920-21
15-20
22-23
22-24
25-26
27-2829-3031-32
33-34
35-36 37-38
39-40 10-41 9-42
7-15
1 2
3
4
5
6
7 8
17 16 15 14 13
11 10 912
4x6
5x6
2x4
3x4
3x4 3x8 3x4
3x4
4x6
5x6
3x6
6-2-12
6-2-12
12-2-0
5-11-4
13-3-7
1-1-7
18-4-8
5-1-1
18-11-2
0-6-10
25-4-8
6-5-6
-0-10-8
0-10-8
6-2-12
6-2-12
12-2-0
5-11-4
13-3-7
1-1-7
18-11-2
5-7-10
25-4-8
6-5-6
25-10-8
0-6-0
2-
3
-
0
4-
4
-
5
5-
3
-
8
0-
3
-
1
5
3.00 12
10.00 12
4.00 12
Plate Offsets (X,Y): [4:0-4-0,0-2-0], [15:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.32
0.25
0.30
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.04
-0.10
0.01
0.02
(loc)
16-17
16-17
12
14-16
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 133 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 7-3-8 except (jt=length) 17=0-3-8, 12=0-3-8.
(lb) - Max Horz 17=-60(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 17, 10, 7 except 11=-191(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 10, 9, 7 except 17=777(LC 1), 11=896(LC 1), 12=284(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-954/154, 3-4=-656/141, 4-5=-751/176, 5-6=-708/131, 2-17=-719/163
BOT CHORD 15-16=-45/885, 14-15=-45/885, 13-14=0/621
WEBS 3-14=-375/78, 4-14=-71/407, 5-13=-281/55, 6-13=-53/824, 6-11=-981/214,
2-16=-71/858
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10, 7 except
(jt=lb) 11=191.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE11
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776966
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:43 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-Q3Hs6fSpyxlEQH8adGhm6Cub2Qyjz1hpahqeBUyb1kA
Scale = 1:37.2
1-3
3-6
2-5
3-10
4-10 4-811-12
13-14
15-16
9-17 7-182
3
4
5 6
10
9 8 7
1
8x8
5x8
3x4 3x4
3x4
1.5x4
1.5x4
3x6
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3-3-8
3-3-8
6-10-12
3-7-4
10-7-12
3-9-0
12-0-2
1-4-6
17-11-4
5-11-2
3-3-8
3-3-8
6-10-12
3-7-4
12-0-2
5-1-6
17-11-4
5-11-2
18-5-4
0-6-0
0-
9
-
2
6-
6
-
2
0-
3
-
1
5
2-
6
-
0
10.00 12
4.00 12
Plate Offsets (X,Y): [3:Edge,0-3-8], [5:0-3-14,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.32
0.16
0.16
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.04
-0.10
0.06
0.03
(loc)
2
2-10
9
2
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 88 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x10 SP No.1 *Except*
3-6: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 7-3-8 except (jt=length) 1=0-3-8.
(lb) - Max Horz 1=-105(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 5 except 8=-114(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 5, 9, 9, 7 except 1=395(LC 1), 8=722(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-291/71, 4-5=-73/465
BOT CHORD 9-10=-379/81, 8-9=-379/81, 7-8=-379/81, 5-7=-379/81
WEBS 4-10=-61/655, 4-8=-825/186
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
8=114.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE12
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776967
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:44 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-vFrEK?TRjFt52RjnB_D?ePRryqKkiVqzpLaBkxyb1k9
Scale = 1:35.1
2-28
1-8
8-15
14-16
16-28
8-22
7-23
6-24
5-25
4-26
3-27
9-21
10-20
11-19
12-18
13-171
2
3
4
5
6
7
8
9
10
11
12
13
14
15
28 27 26 25 24 23 22 21 20 19 18 17 16
2x4
4x6
2x4
15-3-0
15-3-0
-0-10-8
0-10-8
7-7-8
7-7-8
15-3-0
7-7-8
16-1-8
0-10-8
1-
0
-
8
6-
1
-
8
1-
0
-
8
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.06
0.04
0.10
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
15
15
16
15
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 76 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 15-3-0.
(lb) - Max Horz 28=-146(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 16, 23, 24, 25, 26, 21, 20, 19, 18, 17 except 28=-110(LC 4),
27=-112(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 23, 24, 25, 26, 21,
20, 19, 18, 17 except (jt=lb) 28=110, 27=112.
10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE13
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776968
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:47 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-JqXNy0VJ0AFgvvSMs6miG23I71GVvoUPVJorKGyb1k6
Scale = 1:86.0
3-5
5-7
16-18
4-17
4-15
5-15
6-15
2-18
4-18
8-9
6-9
5-20
19-20
21-22
16-21
23-24
23-25
26-27
17-26
28-29
28-30
30-31
32-33
34-35
35-37
36-37
38-40
39-40
15-41
42-43
14-43
13-44
12-45
11-46
47-48
10-48
49-50
1-3
7-8
9-16
1 2
3
4
5
6
7
8
18 17 16 15 14 13 12 11 10 9
3x6
4x6
4x8
3x6
3x4
4x8
3x8
3x6
4x6
3x4
3x6 3x4
3x4
5x6
2x4
2x4
2x4 2x4
2x4
2x4 2x4
2x4
8-6-8
8-6-8
16-9-8
8-3-0
25-4-0
8-6-8
-0-10-8
0-10-8
6-6-2
6-6-2
12-8-12
6-2-10
18-10-10
6-1-14
25-4-0
6-5-6
2-
3
-
7
12
-
1
0
-
1
1
2-
4
-
1
1
10.00 12
Plate Offsets (X,Y): [5:0-4-0,0-0-13], [15:0-1-8,0-1-8], [16:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.32
0.36
0.37
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.12
-0.29
0.01
0.01
(loc)
17-18
17-18
9
17
l/defl
>999
>688
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 252 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud *Except*
5-20,15-41: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 17-18,15-17.
WEBS 1 Row at midpt 4-15, 5-15, 4-18, 6-9
REACTIONS All bearings 8-6-8 except (jt=length) 18=0-3-8.
(lb) - Max Horz 18=328(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 15, 18, 9 except 14=-178(LC 2)
Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10 except 15=1080(LC 1), 15=1080(LC 1),
18=709(LC 1), 9=259(LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-307/203
BOT CHORD 17-18=-154/365, 16-17=-122/417, 15-16=-122/417
WEBS 4-17=0/379, 4-15=-443/144, 5-15=-320/8, 6-15=-354/269, 4-18=-430/10
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 18, 9 except
(jt=lb) 14=178.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE14
Truss Type
Monopitch Supported Gable
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776969
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:47 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-JqXNy0VJ0AFgvvSMs6miG23MB1LuvtBPVJorKGyb1k6
Scale = 1:13.2
2-5
1-3
3-4
4-51
2
3
5 4
3x6
1.5x4
1.5x4
-0-10-8
0-10-8
1-6-0
1-6-0
0-
8
-
1
4
1-
1
1
-
1
4
10.00 12
Plate Offsets (X,Y): [5:0-4-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.06
0.01
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
0.00
-0.00
0.00
0.00
(loc)
1
1
4
1
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)5=135/1-6-0 (min. 0-1-8), 4=22/1-6-0 (min. 0-1-8)
Max Horz 5=57(LC 5)
Max Uplift 5=-33(LC 6), 4=-26(LC 5)
Max Grav 5=135(LC 1), 4=38(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
GE15
Truss Type
Monopitch
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776970
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:48 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-n05l9MWynTNXX30YQpHxpFbXsRh3eKQYkzYPtiyb1k5
Scale = 1:13.5
1-3
3-4
4-5
2-51
2
3
5
4
1.5x4
1.5x4
1.5x4
1.5x4
1-0-0
1-0-0
-0-10-8
0-10-8
1-0-0
1-0-0
1-
2
-
8
2-
0
-
8
1-
9
-
0
0-
3
-
8
2-
0
-
8
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.06
0.02
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
5
5
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 6 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)5=134/0-3-8 (min. 0-1-8), 4=-16/0-1-8 (min. 0-1-8)
Max Horz 5=54(LC 5)
Max Uplift 5=-33(LC 6), 4=-56(LC 5)
Max Grav 5=134(LC 1), 4=51(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
M01
Truss Type
Monopitch
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776971
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:48 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-n05l9MWynTNXX30YQpHxpFbV5Rg0eKQYkzYPtiyb1k5
Scale = 1:24.8
1-3 3-4
4-5
2-51
2
3
5
4
2x4
3x4
3x4
1.5x4
3-8-0
3-8-0
-0-10-8
0-10-8
3-8-0
3-8-0
1-
2
-
8
4-
3
-
3
3-
1
1
-
1
1
0-
3
-
8
4-
3
-
3
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.17
0.08
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.01
-0.00
0.01
(loc)
4-5
4-5
4
4-5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=206/0-3-8 (min. 0-1-8), 4=126/0-1-8 (min. 0-1-8)
Max Horz 5=139(LC 6)
Max Uplift 4=-77(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
M02
Truss Type
Monopitch
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776972
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:49 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-FDe7NiXaYnVN8Cbk_XoALT8WZr_ENi?izdHyP8yb1k4
Scale = 1:43.1
1-3 3-4
4-5
2-5
2-4
1
2
3
5 4
3x4
3x4
6x8
5x6
7-4-12
7-4-12
-0-10-8
0-10-8
7-4-12
7-4-12
1-
2
-
8
7-
4
-
7
7-
0
-
1
5
0-
3
-
8
7-
4
-
7
10.00 12
Plate Offsets (X,Y): [2:0-3-8,Edge], [3:0-0-11,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.77
0.21
0.36
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.24
0.00
0.02
(loc)
4-5
4-5
4
4-5
l/defl
>885
>362
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 35 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=350/0-3-8 (min. 0-1-8), 4=280/0-1-8 (min. 0-1-8)
Max Horz 5=218(LC 5)
Max Uplift 5=-5(LC 6), 4=-79(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-276/97
BOT CHORD 4-5=-245/298
WEBS 2-4=-285/282
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) The Fabrication Tolerance at joint 2 = 16%
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
M03
Truss Type
Monopitch
Qty
4
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776973
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:49 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-FDe7NiXaYnVN8Cbk_XoALT8gKr1JNngizdHyP8yb1k4
Scale = 1:13.2
1-3
3-4
4-5
2-5
1
2
3
5
4
1.5x4
3x6
1.5x4
1-6-0
1-6-0
-0-10-8
0-10-8
1-6-0
1-6-0
0-
8
-
1
4
1-
1
1
-
1
4
1-
8
-
6
0-
3
-
8
1-
1
1
-
1
4
10.00 12
Plate Offsets (X,Y): [5:0-4-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.08
0.02
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
5
5
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)5=135/0-3-8 (min. 0-1-8), 4=22/0-1-8 (min. 0-1-8)
Max Horz 5=76(LC 6)
Max Uplift 5=-18(LC 6), 4=-22(LC 6)
Max Grav 5=135(LC 1), 4=28(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
M04
Truss Type
Monopitch
Qty
3
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776974
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:50 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-jPCVa2XCJ5dEmMAwXEJPughsLFNX6DwrBH1Vxbyb1k3
Scale = 1:13.5
1-3
3-4
4-5
2-51
2
3
5
4
1.5x4
1.5x4
1.5x4
1.5x4
1-0-0
1-0-0
-0-10-8
0-10-8
1-0-0
1-0-0
1-
2
-
8
2-
0
-
8
1-
9
-
0
0-
3
-
8
2-
0
-
8
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.06
0.02
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
5
5
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 6 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)5=134/0-3-8 (min. 0-1-8), 4=-16/0-1-8 (min. 0-1-8)
Max Horz 5=54(LC 5)
Max Uplift 5=-33(LC 6), 4=-56(LC 5)
Max Grav 5=134(LC 1), 4=51(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
M05
Truss Type
Monopitch
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776975
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:50 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-jPCVa2XCJ5dEmMAwXEJPughlbFL?6BVrBH1Vxbyb1k3
Scale = 1:44.2
1-3 3-4
4-5
2-5 2-41
2
3
5 4
3x4
3x4
5x8
5x6
6-11-8
6-11-8
-1-6-8
1-6-8
6-11-8
6-11-8
1-
9
-
3
7-
6
-
1
2
7-
3
-
4
0-
3
-
8
7-
6
-
1
2
10.00 12
Plate Offsets (X,Y): [2:0-3-8,Edge], [3:0-0-11,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.49
0.18
0.16
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.08
-0.19
-0.00
0.02
(loc)
4-5
4-5
4
4-5
l/defl
>999
>425
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 35 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=381/0-3-8 (min. 0-1-8), 4=254/0-1-8 (min. 0-1-8)
Max Horz 5=231(LC 5)
Max Uplift 5=-19(LC 6), 4=-94(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-311/115
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
M06
Truss Type
Monopitch
Qty
4
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776976
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:50 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-jPCVa2XCJ5dEmMAwXEJPughqjFN?6DwrBH1Vxbyb1k3
Scale = 1:20.5
1-3 3-4
4-5
2-5
1
2
3
5
4
1.5x4
2x4
3x4
1.5x4
1-11-8
1-11-8
-1-6-8
1-6-8
1-11-8
1-11-8
1-
9
-
3
3-
4
-
1
2
3-
1
-
4
0-
3
-
8
3-
4
-
1
2
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.17
0.05
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
5
5
4
4-5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 12 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)5=219/0-3-8 (min. 0-1-8), 4=15/0-1-8 (min. 0-1-8)
Max Horz 5=99(LC 5)
Max Uplift 5=-48(LC 6), 4=-78(LC 5)
Max Grav 5=219(LC 1), 4=82(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
M07
Truss Type
Monopitch
Qty
6
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776977
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:51 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-BbmtoOYq4Ol5OWl75yreRuDxZeh6rcz?Qxm3U1yb1k2
Scale = 1:54.2
1-4
4-5
5-6
2-6
3-53-6
1
2
3
4
6 5
1.5x4
2x4
4x6
3x8 6x6
8-11-8
8-11-8
-1-6-8
1-6-8
4-0-0
4-0-0
8-11-8
4-11-8
1-
9
-
3
9-
2
-
1
2
8-
1
1
-
4
0-
3
-
8
9-
2
-
1
2
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.42
0.19
0.27
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.16
-0.39
-0.00
0.32
(loc)
5-6
5-6
5
5-6
l/defl
>669
>269
n/a
>324
L/d
360
240
n/a
240
PLATES
MT20
Weight: 57 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP 2400F 2.0E
WEBS 2x4 SPF-S Stud *Except*
4-5: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-5
REACTIONS (lb/size)6=458/0-3-8 (min. 0-1-8), 5=337/0-1-8 (min. 0-1-8)
Max Horz 6=308(LC 6)
Max Uplift 6=-19(LC 6), 5=-238(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-312/48
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb)
5=238.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
PB01
Truss Type
Piggyback
Qty
4
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776978
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:51 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-BbmtoOYq4Ol5OWl75yreRuD0aej2rge?Qxm3U1yb1k2
Scale: 3/4"=1’
1-3 3-5
2-4
3-6
1
2
3
4
5
6
4x6
2x4 2x4 1.5x4
7-3-1
7-3-1
3-7-8
3-7-8
7-3-1
3-7-9
0-
4
-
7
2-
5
-
0
0-
1
-
8
0-
4
-
7
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.09
0.06
0.03
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
0.00
0.01
0.00
-0.00
(loc)
5
5
4
5
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=159/5-9-3 (min. 0-1-8), 4=159/5-9-3 (min. 0-1-8), 6=200/5-9-3 (min. 0-1-8)
Max Horz 2=-47(LC 4)
Max Uplift 2=-36(LC 6), 4=-40(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
PB02
Truss Type
Piggyback
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776979
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:52 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-goKG?kZSrity?gKJffMtz5mCt23da738fbWc0Tyb1k1
Scale = 1:16.4
1-3 3-5
2-4
3-6
1
2
3
4
5
6
4x6
2x4 2x4 1.5x4
5-10-3
5-10-3
2-11-2
2-11-2
5-10-3
2-11-2
0-
4
-
1
3
2-
5
-
4
0-
1
-
8
0-
4
-
1
3
0-
1
-
8
10.00 12
Plate Offsets (X,Y): [2:0-2-1,0-1-0], [4:0-2-1,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.06
0.04
0.02
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
0.00
0.00
0.00
-0.00
(loc)
5
5
4
5
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=135/4-7-1 (min. 0-1-8), 4=135/4-7-1 (min. 0-1-8), 6=145/4-7-1 (min. 0-1-8)
Max Horz 2=-47(LC 4)
Max Uplift 2=-30(LC 6), 4=-34(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
PBE01
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776980
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:52 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-goKG?kZSrity?gKJffMtz5mBK23Ha7u8fbWc0Tyb1k1
Scale: 3/4"=1’
1-3 3-5
2-4
3-6
1
2
3
4
5
6
4x6
2x4 2x4 1.5x4
7-3-1
7-3-1
3-7-8
3-7-8
7-3-1
3-7-9
0-
4
-
7
2-
5
-
0
0-
1
-
8
0-
4
-
7
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.09
0.06
0.03
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
0.00
0.01
0.00
-0.00
(loc)
5
5
4
5
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=159/5-9-3 (min. 0-1-8), 4=159/5-9-3 (min. 0-1-8), 6=200/5-9-3 (min. 0-1-8)
Max Horz 2=-47(LC 4)
Max Uplift 2=-36(LC 6), 4=-40(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T01
Truss Type
Common
Qty
16
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776981
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:53 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-8_ueD4a4c0?pdqvVDNt6WJJFWSGwJMFHtFFAYvyb1k0
Scale = 1:61.8
1-4
4-7
10-11
4-9
5-93-9
6-8
5-8
2-11
3-11
8-10
1
2
3
4
5
6 7
11 10 9 8
4x6
3x8 3x8
4x6 4x6
4x6
3x6 3x6
4x6
11-0-0
11-0-0
22-0-0
11-0-0
-0-10-8
0-10-8
5-7-12
5-7-12
11-0-0
5-4-4
16-4-4
5-4-4
22-0-0
5-7-12
22-10-8
0-10-8
1-
2
-
8
10
-
4
-
8
1-
2
-
8
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.51
0.61
0.92
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.27
-0.69
0.03
0.02
(loc)
9-11
9-11
8
9
l/defl
>957
>380
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 102 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
4-9: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)8=930/0-5-8 (min. 0-1-8), 11=930/0-3-8 (min. 0-1-8)
Max Horz 11=-247(LC 4)
Max Uplift 8=-59(LC 7), 11=-59(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-360/137, 3-4=-763/159, 4-5=-763/159, 5-6=-360/137, 6-8=-384/150,
2-11=-384/150
BOT CHORD 10-11=-65/642, 9-10=-65/642, 8-9=0/642
WEBS 4-9=-96/570, 5-8=-631/21, 3-11=-631/21
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 11.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T02
Truss Type
Roof Special
Qty
4
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776982
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:53 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-8_ueD4a4c0?pdqvVDNt6WJJJzSIxJQIHtFFAYvyb1k0
Scale = 1:54.7
1-4
4-6
6-9
2-11
4-12
5-12 5-10
6-10
7-10
2-3
7-8
8-11
1 2
3
4
5
6
7
8
9
12 11 10
5x8
4x6
5x6
3x6
3x6 4x6
5x6
3x8
6x6
3x6
3x6
12x12
4-0-0
4-0-0
12-7-4
8-7-4
22-2-8
9-7-4
-0-10-8
0-10-8
4-0-0
4-0-0
7-6-0
3-6-0
12-7-4
5-1-4
17-3-2
4-7-14
22-2-8
4-11-6
23-1-0
0-10-8
0-
8
-
8
2-
0
-
8
9-
2
-
9
1-
2
-
8
4.00 12
10.00 12
Plate Offsets (X,Y): [2:0-0-0,0-3-5], [7:0-1-12,0-2-4], [8:Edge,0-3-9]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.29
0.48
0.66
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.19
-0.48
0.04
0.07
(loc)
8-10
8-10
8
10-12
l/defl
>999
>550
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 112 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
6-10: 2x4 SPF No.2
SLIDER Left 2x4 SPF-S Stud 1-11-14, Right 2x8 SP 2400F 2.0E 6-8-3
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=941/0-3-8 (min. 0-1-8), 8=941/0-3-8 (min. 0-1-8)
Max Horz 2=213(LC 5)
Max Uplift 2=-68(LC 6), 8=-54(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1851/102, 3-4=-1796/111, 4-5=-2245/221, 5-6=-854/149, 6-7=-843/155,
7-8=-1033/122
BOT CHORD 2-12=-87/1650, 11-12=-67/975, 10-11=-67/975, 8-10=-8/686
WEBS 4-12=-861/152, 5-12=-88/1216, 5-10=-534/172, 6-10=-93/681
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T03
Truss Type
Roof Special
Qty
6
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776983
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:54 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-cAS0QPaiMJ7gF_Uim4OL2WrSLsbi2?0R6v?j4Myb1k?
Scale = 1:74.1
1-3
3-5
5-6
2-9
3-10
4-10
4-8
5-8
2-2
6-76-8
7-9
1 2
3
4
5
6
10 9 8 7
4x8
4x6
3x8
3x8
3x6 3x4
3x6
1.5x4 3x8
4-7-12
4-7-12
15-2-0
10-6-4
21-4-8
6-2-8
-0-10-8
0-10-8
4-7-12
4-7-12
9-10-14
5-3-2
15-2-0
5-3-2
21-4-8
6-2-8
0-
6
-
1
4
3-
8
-
1
12
-
5
-
4
7-
3
-
3
8.00 12
10.00 12
Plate Offsets (X,Y): [2:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.45
0.58
0.19
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.27
-0.70
0.02
0.03
(loc)
8-10
8-10
7
8-10
l/defl
>935
>361
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 112 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-10,6-7: 2x4 SPF-S Stud
WEDGE
Left: 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-8, 6-7
REACTIONS (lb/size)2=906/0-3-8 (min. 0-1-8), 7=842/0-3-8 (min. 0-1-8)
Max Horz 2=279(LC 6)
Max Uplift 2=-39(LC 6), 7=-81(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1269/1, 3-4=-1346/154, 4-5=-528/136, 5-6=-531/119, 6-7=-805/107
BOT CHORD 2-10=-180/952, 9-10=-135/576, 8-9=-135/576
WEBS 3-10=-366/183, 4-10=-93/683, 4-8=-458/208, 5-8=-39/314, 6-8=-22/479
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T04
Truss Type
Roof Special
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776984
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:55 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-4N0OdlbL7dFXs73uKovabkOdbGz9nPVaLYkGdoyb1k_
Scale = 1:74.6
1-2
2-4
4-5
8-10
2-9
3-9
3-7
4-7
1-10
1-9
5-65-7
6-8
1
2
3
4
5
10 9 8 7 6
4x6
4x6
3x8
1.5x4 3x6 3x12
3x6
3x6
1.5x4 3x8
2-4-12
2-4-12
12-11-0
10-6-4
19-1-8
6-2-8
2-4-12
2-4-12
7-7-14
5-3-2
12-11-0
5-3-2
19-1-8
6-2-8
2-
0
-
1
4
3-
8
-
1
12
-
5
-
4
7-
3
-
3
8.00 12
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.41
0.50
0.36
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.24
-0.62
0.01
0.02
(loc)
7-9
7-9
6
7-9
l/defl
>929
>363
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 109 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-9,1-10,1-9,5-6: 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-7, 5-6
REACTIONS (lb/size)10=753/Mechanical, 6=753/0-3-8 (min. 0-1-8)
Max Horz 10=260(LC 5)
Max Uplift 6=-80(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-623/8, 2-3=-751/139, 3-4=-470/136, 4-5=-473/119, 1-10=-816/0, 5-6=-716/106
BOT CHORD 8-9=-134/446, 7-8=-134/446
WEBS 2-9=-318/148, 3-7=-315/206, 4-7=-39/256, 1-9=0/663, 5-7=-22/410
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T05
Truss Type
Common
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776985
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:55 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-4N0OdlbL7dFXs73uKovabkOdpG_ynQ3aLYkGdoyb1k_
Scale = 1:38.5
1-4
4-7
2-9
4-8
2-3 5-6
6-9
1 2
3
4
5
67
9 8
4x6
3x12
5x6
5x6
3x6 1.5x4 3x12
5x6
5x6
8-3-8
8-3-8
16-7-0
8-3-8
-0-10-8
0-10-8
8-3-8
8-3-8
16-7-0
8-3-8
17-5-8
0-10-8
1-
0
-
8
6-
6
-
1
3
1-
0
-
8
8.00 12
Plate Offsets (X,Y): [2:0-8-5,Edge], [6:0-8-5,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.40
0.38
0.26
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.09
-0.23
0.02
0.19
(loc)
6-8
6-8
6
6-8
l/defl
>999
>853
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 82 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
SLIDER Left 2x8 SP 2400F 2.0E 5-1-6, Right 2x8 SP 2400F 2.0E 5-1-6
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=716/0-3-8 (min. 0-1-8), 6=716/0-3-8 (min. 0-1-8)
Max Horz 2=-145(LC 4)
Max Uplift 2=-194(LC 6), 6=-194(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-736/359, 3-4=-592/399, 4-5=-592/399, 5-6=-735/359
BOT CHORD 2-9=-211/493, 8-9=-211/493, 6-8=-211/493
WEBS 4-8=-274/380
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=194,
6=194.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T06
Truss Type
Piggyback Base
Qty
3
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776986
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:56 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-YZZmr5czuxNOUHe4uVQp8xxmUfMFWp0kaCUq8Eyb1jz
Scale = 1:72.5
3-4
4-5
5-7
1-17
6-13
12-14
2-18
2-16
4-16
5-15
11-15
8-15
8-111-1
9-10
1-3
7-10
15-17
10-12
4-15
1
2
3
4 5 6
7
8
9
10
18 17 16 15
14 13
12
11
3x6
5x8 5x12
3x6
3x8
3x6
3x4
3x6
3x6
1.5x4 3x4
6x16
3x4
3x6
3x12
5x6
5x6
0-2-0
7-1-7
7-1-7
14-1-11
7-0-4
21-6-8
7-4-13
21-7-0
0-0-8
29-5-10
7-10-10
37-10-0
8-4-6
7-1-7
7-1-7
14-1-11
7-0-4
21-4-12
7-3-1
29-5-10
8-0-14
37-10-0
8-4-6
0-
6
-
1
4
10
-
0
-
0
12
-
0
-
0
1-
0
-
8
2-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y): [1:0-3-8,Edge], [4:0-5-12,0-2-0], [5:0-8-0,0-1-8], [10:0-8-5,Edge], [15:0-5-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.53
0.32
0.54
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.11
-0.28
0.04
0.17
(loc)
10-11
10-11
10
10-11
l/defl
>999
>689
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 195 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-18,11-15,8-11: 2x4 SPF-S Stud
WEDGE
Left: 2x4 SPF-S Stud
SLIDER Right 2x8 SP 2400F 2.0E 5-1-15
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except
2-0-0 oc purlins (10-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
1 Row at midpt 6-15
10-0-0 oc bracing: 13-15
WEBS 1 Row at midpt 2-16, 5-15, 8-15, 4-15
REACTIONS (lb/size)1=809/0-3-8 (min. 0-1-8), 15=1658/0-3-8 (min. 0-2-10), 10=554/0-3-8 (min. 0-1-8)
Max Horz 1=-267(LC 4)
Max Uplift 1=-58(LC 6), 15=-103(LC 6), 10=-244(LC 7)
Max Grav 1=809(LC 1), 15=1658(LC 1), 10=603(LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1088/152, 2-3=-586/155, 3-4=-456/197, 5-6=-134/358, 6-7=-30/254, 8-9=-519/342,
9-10=-643/300
BOT CHORD 1-18=-106/823, 17-18=-106/823, 16-17=-106/823, 15-16=-62/386, 6-15=-338/232,
10-11=-163/431
WEBS 2-18=0/305, 2-16=-542/164, 4-16=0/539, 5-15=-430/275, 11-15=-133/439,
8-15=-552/341, 8-11=-109/308, 4-15=-802/75
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) The Fabrication Tolerance at joint 5 = 0%
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
15=103, 10=244.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T07
Truss Type
Piggyback Base
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776987
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:57 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-0l792RdbfEWF6RDHSCx2g9Ty63iYFFUtosDNghyb1jy
Scale = 1:76.0
3-4
4-5
5-8
1-15
6-12
10-12
2-16
2-14
4-14
4-13
11-13
7-13
7-111-1
9-10
9-11
1-3
8-9
13-15
1
2
3
4 5 6
7
8
9
16 15 14 13
12 11 10
3x6
5x8 5x10 MT18H
3x8
3x8
3x6
3x4 3x4
3x6
1.5x4 3x4
4x8
6x16
3x6
5x6
7-1-7
7-1-7
14-1-11
7-0-4
21-6-8
7-4-13
21-7-0
0-0-8
29-2-0
7-7-0
37-2-12
8-0-12
7-1-7
7-1-7
14-1-11
7-0-4
21-4-12
7-3-1
29-2-0
7-9-4
37-2-12
8-0-12
0-
6
-
1
4
10
-
0
-
0
12
-
0
-
0
1-
5
-
5
2-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y): [1:0-3-8,Edge], [4:0-5-12,0-2-0], [5:0-6-4,0-1-11], [9:Edge,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.48
0.31
0.59
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.08
-0.21
0.03
0.04
(loc)
10-11
10-11
10
1-16
l/defl
>999
>873
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18H
Weight: 175 lb FT = 20%
GRIP
169/123
197/144
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
2-14,4-14,4-13,7-13: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins,
except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-12.
1 Row at midpt 6-13
WEBS 1 Row at midpt 2-14, 4-13, 7-13
REACTIONS (lb/size)1=739/0-3-8 (min. 0-1-8), 10=440/Mechanical, 13=1776/0-3-8 (min. 0-2-13)
Max Horz 1=-265(LC 4)
Max Uplift 1=-23(LC 6), 10=-24(LC 4), 13=-78(LC 7)
Max Grav 1=800(LC 10), 10=494(LC 11), 13=1776(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1073/75, 2-3=-571/76, 3-4=-442/119, 6-7=-7/421, 7-8=-327/96, 8-9=-464/67,
9-10=-424/65
BOT CHORD 1-16=-206/810, 15-16=-206/810, 14-15=-206/810, 13-14=-166/374, 6-13=-618/114
WEBS 2-16=0/307, 2-14=-545/167, 4-14=-1/535, 4-13=-865/74, 11-13=0/295, 7-13=-553/197,
7-11=0/304
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 13.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T08
Truss Type
Piggyback Base
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776988
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:57 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-0l792RdbfEWF6RDHSCx2g9Ty33iGFJHtosDNghyb1jy
Scale = 1:72.4
3-5
5-6
6-7
11-13
4-12
4-10
5-10
5-9
6-9
2-13
7-87-9
1-3
8-11
1 2
3
4
5 6
7
13 12 11 10 9 8
3x6
4x6
3x4 3x6
3x6
4x6 3x4
4x8
5x6
1.5x4 4x8
3x6
6-7-7
6-7-7
12-11-6
6-3-15
18-9-10
5-10-3
22-1-0
3-3-6
-0-10-8
0-10-8
6-7-7
6-7-7
12-11-6
6-3-15
18-9-10
5-10-3
22-1-0
3-3-6
1-
2
-
8
12
-
0
-
0
9-
3
-
3
12
-
0
-
0
10.00 12
Plate Offsets (X,Y): [2:0-2-12,0-1-8], [5:0-6-4,0-2-0], [6:0-4-4,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.48
0.27
0.34
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.04
-0.12
0.02
0.02
(loc)
12-13
12-13
8
10-12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 142 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-12,2-13,2-12: 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing.
WEBS 1 Row at midpt 4-10, 5-9, 6-9, 7-8
REACTIONS (lb/size)13=934/0-3-8 (min. 0-1-8), 8=870/0-3-8 (min. 0-1-8)
Max Horz 13=326(LC 6)
Max Uplift 13=-20(LC 6), 8=-78(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-984/18, 3-4=-760/45, 4-5=-660/117, 6-7=-317/88, 2-13=-874/73, 7-8=-845/133
BOT CHORD 12-13=-361/183, 11-12=-189/665, 10-11=-189/665, 9-10=-64/408
WEBS 4-10=-368/179, 5-10=-53/437, 5-9=-452/107, 2-12=0/487, 7-9=-66/630
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T09
Truss Type
Roof Special
Qty
4
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776989
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:58 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-UyhXGndDQYe6jbnT?wTHDM02FT09_gv01WzxC7yb1jx
Scale = 1:37.6
3-5
5-6
9-10
4-8
4-7
5-7
2-10
2-8
1-3
6-9
1
2
3
4
5
6
10
9 8 7
3x8
4x6
3x6
3x4
3x6
3x4
5x6 3x4
8x8
8-1-0
8-1-0
15-10-8
7-9-8
22-1-0
6-2-8
-0-10-8
0-10-8
8-1-0
8-1-0
15-10-8
7-9-8
22-1-0
6-2-8
1-
3
-
1
4
5-
3
-
8
0-
1
-
7
3.00 12
10.00 12
Plate Offsets (X,Y): [2:0-2-12,Edge], [5:0-4-0,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.77
0.42
0.70
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.11
-0.30
0.04
0.06
(loc)
8-10
8-10
6
8
l/defl
>999
>872
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 77 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-7
REACTIONS (lb/size)6=870/0-3-8 (min. 0-1-8), 10=934/0-3-8 (min. 0-1-8)
Max Horz 10=130(LC 5)
Max Uplift 6=-31(LC 6), 10=-94(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1678/204, 3-4=-1618/217, 4-5=-915/150, 5-6=-1159/142, 2-10=-855/187
BOT CHORD 9-10=-122/297, 8-9=-122/297, 7-8=-155/1574, 6-7=-21/815
WEBS 4-7=-842/145, 5-7=0/521, 2-8=-93/1289
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T10
Truss Type
Roof Special
Qty
7
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776990
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:59 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-y8FvT7erBsmzLlMfZd_WlaZK_tOBjBlAGAiUlZyb1jw
Scale = 1:34.3
1-4
4-5
8-9
3-7 3-6
4-6
2-9 2-7
5-8
1
2
3
4
5
9
8 7 6
4x6
3x6
3x4
3x6
3x4
3x6 3x4
4x6
6-2-12
6-2-12
12-2-0
5-11-4
18-4-8
6-2-8
-0-10-8
0-10-8
6-2-12
6-2-12
12-2-0
5-11-4
18-4-8
6-2-8
2-
3
-
0
5-
3
-
8
0-
1
-
7
3.00 12
10.00 12
Plate Offsets (X,Y): [4:0-4-0,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.32
0.30
0.47
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.14
0.02
0.03
(loc)
5-6
5-6
5
5-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=722/0-3-8 (min. 0-1-8), 9=786/0-3-8 (min. 0-1-8)
Max Horz 9=126(LC 5)
Max Uplift 5=-20(LC 6), 9=-79(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-964/144, 3-4=-697/132, 4-5=-915/116, 2-9=-726/158
BOT CHORD 6-7=-63/895, 5-6=-0/623
WEBS 3-6=-360/75, 4-6=0/381, 2-7=-60/869
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 9.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T11
Truss Type
Roof Special
Qty
3
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776991
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:30:59 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-y8FvT7erBsmzLlMfZd_WlaZKTtJtj7RAGAiUlZyb1jw
Scale = 1:44.5
1-4
4-5
5-8
11-13
3-12 3-10
4-10 5-10
5-9
6-92-13 2-12
7-11
1 2
3
4
5
6
7 8
13 12 11 10 9
4x6
5x6
3x4 3x6
3x4
3x8 4x8 3x6
1.5x4
4x6
3x8
6-2-12
6-2-12
12-2-0
5-11-4
18-4-6
6-2-6
25-4-8
7-0-2
-0-10-8
0-10-8
6-2-12
6-2-12
12-2-0
5-11-4
13-3-7
1-1-7
18-11-2
5-7-10
25-4-8
6-5-6
25-10-8
0-6-0
2-
3
-
0
4-
4
-
5
5-
3
-
8
0-
3
-
1
5
3.00 12
10.00 12
4.00 12
Plate Offsets (X,Y): [4:0-4-0,0-2-0], [12:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.36
0.58
0.75
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.12
-0.33
0.07
0.11
(loc)
9-10
9-10
7
9
l/defl
>999
>909
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 95 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)13=1065/0-3-8 (min. 0-1-11), 7=1041/0-3-8 (min. 0-1-10)
Max Horz 13=-60(LC 7)
Max Uplift 13=-82(LC 6), 7=-121(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1463/216, 3-4=-1377/225, 4-5=-1625/278, 5-6=-2356/351, 6-7=-2459/321,
2-13=-1005/197
BOT CHORD 11-12=-106/1379, 10-11=-106/1379, 9-10=-117/1556, 7-9=-249/2274
WEBS 3-12=-310/121, 4-10=-156/1126, 5-10=-996/205, 5-9=-144/805, 6-9=-365/179,
2-12=-135/1373
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb)
7=121.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T12
Truss Type
Common
Qty
2
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776992
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:00 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-RKpHhTfTy9uqzvxr7LVlIn5NsHjySjvJUqS1H?yb1jv
Scale = 1:37.1
1-3 3-5
6-8
3-7
2-8 4-61
2
3
4
5
8 7 6
4x6
5x12 5x12 1.5x4
7-7-8
7-7-8
15-3-0
7-7-8
-0-10-8
0-10-8
7-7-8
7-7-8
15-3-0
7-7-8
16-1-8
0-10-8
1-
0
-
8
6-
1
-
8
1-
0
-
8
8.00 12
Plate Offsets (X,Y): [6:Edge,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.89
0.27
0.16
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.07
-0.17
0.01
-0.05
(loc)
7-8
7-8
6
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 48 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)8=660/0-3-8 (min. 0-1-8), 6=660/0-3-8 (min. 0-1-8)
Max Horz 8=-146(LC 4)
Max Uplift 8=-56(LC 6), 6=-56(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-644/86, 3-4=-644/86, 2-8=-589/129, 4-6=-589/129
BOT CHORD 7-8=0/422, 6-7=0/422
WEBS 3-7=0/320
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) The Fabrication Tolerance at joint 8 = 16%, joint 6 = 16%
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T13
Truss Type
Common
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776993
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:00 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-RKpHhTfTy9uqzvxr7LVlIn5N?HjvSjuJUqS1H?yb1jv
Scale = 1:38.8
1-3 3-6
7-9
3-8
2-9 4-71
2
3
4
6
9 8 7
5
4x6
5x12 5x12 1.5x4
7-7-8
7-7-8
15-3-0
7-7-8
-0-10-8
0-10-8
7-7-8
7-7-8
15-3-0
7-7-8
16-0-0
0-9-0
16-1-8
0-1-8
1-
0
-
8
6-
1
-
8
0-
4
-
3
0-
2
-
5
0-
5
-
8
8.00 12
Plate Offsets (X,Y): [7:Edge,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.88
0.27
0.16
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.07
-0.18
0.04
-0.04
(loc)
7-8
7-8
5
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 48 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)9=656/0-3-8 (min. 0-1-8), 7=733/0-3-8 (min. 0-1-8), 5=-77/0-1-8 (min. 0-1-8)
Max Horz 9=157(LC 5)
Max Uplift 9=-52(LC 6), 7=-266(LC 7), 5=-197(LC 11)
Max Grav 9=656(LC 1), 7=786(LC 11), 5=240(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-636/68, 3-4=-639/74, 2-9=-584/119, 4-7=-713/312
BOT CHORD 8-9=0/416, 7-8=0/416
WEBS 3-8=0/322
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) The Fabrication Tolerance at joint 9 = 16%, joint 7 = 16%
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 7=266
, 5=197.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T14
Truss Type
Common
Qty
7
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776994
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:01 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-vXNfupg5jT0ha3W2h20_r?ee_g2aB7ATjUBbpSyb1ju
Scale = 1:76.4
3-5 5-7
11-13
4-12
5-10
6-10
2-13
4-13
8-9
6-9
5-12
1-3 7-8
9-11
1 2
3
4
5
6
7
8
13 12 11 10 9
3x6
4x6
3x6
3x6 3x4
4x6
3x4
4x6
3x4
3x6 3x6
3x4
8-6-8
8-6-8
16-11-0
8-4-8
25-4-0
8-5-0
-0-10-8
0-10-8
6-0-0
6-0-0
12-8-12
6-8-12
19-5-8
6-8-12
25-4-0
5-10-8
2-
3
-
7
12
-
1
0
-
1
1
2-
4
-
1
1
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.48
0.37
0.35
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.12
-0.31
0.03
0.02
(loc)
12-13
12-13
9
10-12
l/defl
>999
>960
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 135 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-12,6-10,2-13,8-9: 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-10, 4-13, 6-9, 5-12
REACTIONS (lb/size)13=1064/0-3-8 (min. 0-1-11), 9=1000/Mechanical
Max Horz 13=296(LC 5)
Max Uplift 13=-57(LC 6), 9=-30(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-939/259, 5-6=-935/255, 2-13=-268/177
BOT CHORD 12-13=-92/671, 11-12=0/504, 10-11=0/504, 9-10=-24/664
WEBS 4-12=-200/251, 5-10=-127/374, 4-13=-940/0, 6-9=-963/36, 5-12=-135/382
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T15
Truss Type
Common
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776995
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:02 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-Njx158hkUn8XCC5EEmXDNCBsZ4OvwYScy8x8Luyb1jt
Scale = 1:50.0
1-4 4-7
10-11
4-9
5-93-9
2-11
6-8
8-10
3-11 5-8
1
2
3
4
5
6
7
11
10 9 8
4x6
3x6 3x8
4x6 4x6
3x4
3x6
3x4
3x6
8-6-8
8-6-8
17-1-0
8-6-8
-0-10-8
0-10-8
4-5-0
4-5-0
8-6-8
4-1-8
12-8-0
4-1-8
17-1-0
4-5-0
17-11-8
0-10-8
1-
2
-
8
8-
3
-
1
5
1-
2
-
8
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.30
0.36
0.48
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.25
0.02
0.01
(loc)
8-9
8-9
8
9
l/defl
>999
>791
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 80 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)8=733/0-3-8 (min. 0-1-8), 11=733/0-3-8 (min. 0-1-8)
Max Horz 11=199(LC 5)
Max Uplift 8=-52(LC 7), 11=-52(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-573/127, 4-5=-573/127, 2-11=-282/127, 6-8=-282/127
BOT CHORD 10-11=-57/467, 9-10=-57/467, 8-9=0/467
WEBS 4-9=-79/422, 3-11=-516/12, 5-8=-516/11
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 11.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
T16
Truss Type
Roof Special
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776996
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:02 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-Njx158hkUn8XCC5EEmXDNCBs?4Q9weQcy8x8Luyb1jt
Scale = 1:36.2
1-3
3-4
2-4
3-5
2
3
4
5
1
8x8
3x6
5x6
1.5x4
3-3-8
3-3-8
6-7-0
3-3-8
10-11-4
4-4-4
3-3-8
3-3-8
6-7-0
3-3-8
10-11-4
4-4-4
0-
9
-
2
6-
2
-
1
5
0-
1
-
7
2-
6
-
0
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.27
0.22
0.09
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.04
-0.09
0.07
0.04
(loc)
2
2
4
2
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 53 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x10 SP No.1 *Except*
3-4: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=438/0-3-8 (min. 0-1-8), 4=428/0-3-8 (min. 0-1-8)
Max Horz 1=122(LC 5)
Max Uplift 1=-3(LC 6), 4=-22(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-375/53, 3-4=-544/81
BOT CHORD 2-5=-5/370, 4-5=-3/375
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
TG01
Truss Type
Roof Special Girder
Qty
2
Ply
2
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776997
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:03 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-rvVQJUhMF4GOqMgQoT2SwQj2aUhWf3?mBoghuKyb1js
Scale = 1:74.1
1-3
3-5
5-6
2-9
3-10
4-10 4-8
5-8
6-76-8
7-912
3
4
5
6
10 9 8 711
4x6
4x6
3x6
3x4
4x6 3x4
3x6
2x4 3x8
4-7-12
4-7-12
15-2-0
10-6-4
21-4-8
6-2-8
-0-10-8
0-10-8
4-7-12
4-7-12
9-10-14
5-3-2
15-2-0
5-3-2
21-4-8
6-2-8
0-
6
-
1
4
3-
8
-
1
12
-
5
-
4
7-
3
-
3
8.00 12
10.00 12
Plate Offsets (X,Y): [2:0-1-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.22
0.53
0.20
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.04
-0.11
0.01
0.02
(loc)
8-10
8-10
7
8-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 249 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-10,6-7: 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=1765/0-3-8 (min. 0-1-8), 7=931/0-3-8 (min. 0-1-8)
Max Horz 2=371(LC 4)
Max Uplift 7=-36(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1898/0, 3-4=-2057/0, 4-5=-584/133, 5-6=-587/131, 6-7=-885/66
BOT CHORD 2-11=0/1493, 10-11=0/1493, 9-10=-95/720, 8-9=-95/720
WEBS 3-10=-466/153, 4-10=0/1374, 4-8=-633/157, 5-8=-61/365, 6-8=-21/539
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 948 lb down at 2-1-8 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 5-6=-60, 2-7=-20
Concentrated Loads (lb)
Vert: 11=-948(B)
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
TG02
Truss Type
Flat Girder
Qty
1
Ply
2
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776998
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:03 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-rvVQJUhMF4GOqMgQoT2SwQj1UUd2f64mBoghuKyb1js
Scale = 1:13.7
1-4
1-2
2-3
3-4
1-3
1 2
4
356
2x4
4x6 1.5x4
4x6
5-9-0
5-9-0
5-9-0
5-9-0
1-
1
0
-
1
4
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.29
0.82
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.06
-0.16
0.00
0.00
(loc)
3-4
3-4
3
4
l/defl
>999
>407
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 49 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)4=968/Mechanical, 3=935/Mechanical
Max Horz 4=-44(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down at 1-9-12, and 733 lb
down at 3-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-733(F) 6=-733(F)
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
TG03
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8776999
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:04 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-J52oWqi_0OOFRWFdMBahSdG5xu7cOVIvPSQFQnyb1jr
Scale = 1:41.5
1-3 3-5
10-11
3-8
2-11
2-8
4-6
4-8
12-13
14-15
16-17
18-19
20-21
22-23
24-25
26-27
6-10
1
2
3
4
5
11 10
8 6
9
28 29 30 31
7
4x6
10x10 4x6 4x8 10x10
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
3-6-0
3-6-0
8-3-8
4-9-8
13-1-0
4-9-8
16-7-0
3-6-0
-0-10-8
0-10-8
8-3-8
8-3-8
16-7-0
8-3-8
17-5-8
0-10-8
1-
0
-
8
6-
6
-
1
3
1-
0
-
8
8.00 12
Plate Offsets (X,Y): [6:0-5-0,0-2-4], [11:0-5-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.76
0.16
0.26
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.02
0.01
0.00
(loc)
8
8
6
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 103 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
2-11,4-6: 2x6 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 3-9-8 except (jt=length) 9=0-3-8, 7=0-3-8.
(lb) - Max Horz 11=-154(LC 3)
Max Uplift All uplift 100 lb or less at joint(s) 7 except 11=-134(LC 5), 6=-135(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 9, 7 except 11=589(LC 1), 6=589(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-601/173, 3-4=-601/172, 2-11=-583/171, 4-6=-583/171
BOT CHORD 10-11=-237/414, 9-10=-237/414, 9-28=-237/414, 28-29=-237/414, 8-29=-237/414,
8-30=-165/414, 30-31=-165/414, 7-31=-165/414, 6-7=-165/414
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
11=134, 6=135.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 34 lb up at 5-6-12, 2
lb down and 34 lb up at 7-6-12, and 2 lb down and 34 lb up at 9-6-12, and 2 lb down and 34 lb up at 11-6-12 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-11=-20
Concentrated Loads (lb)
Vert: 28=-2 29=-2 30=-2 31=-2
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
TG04
Truss Type
Common Girder
Qty
1
Ply
2
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777000
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:05 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-nIcAkAjcniW63gqpwu5w?rpEuIJ97rb2e69oyDyb1jq
Scale = 1:35.4
1-3
3-5
6-9
3-7
4-7
3-8
2-8
1-9
2-9
5-6
4-6
1
2
3
4
5
9
8 7
6
10 11 12 13 14 15
8x8
4x8
8x8
10x10
4x6
10x10
4x6
5-2-3
5-2-3
10-0-13
4-10-11
15-3-0
5-2-3
3-11-8
3-11-8
7-7-8
3-8-0
11-3-8
3-8-0
15-3-0
3-11-8
1-
0
-
8
6-
1
-
8
1-
0
-
8
8.00 12
Plate Offsets (X,Y): [1:Edge,0-2-4], [5:Edge,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.81
0.78
0.71
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.13
0.03
0.04
(loc)
7-8
7-8
6
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 152 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
1-9,5-6: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)9=3828/0-3-8 (min. 0-3-0), 6=4231/0-3-8 (min. 0-3-5)
Max Horz 9=141(LC 4)
Max Uplift 9=-163(LC 5), 6=-180(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1261/110, 2-3=-4466/268, 3-4=-4502/270, 4-5=-1353/114, 1-9=-809/85,
5-6=-860/87
BOT CHORD 9-10=-166/3575, 10-11=-166/3575, 8-11=-166/3575, 8-12=-78/2706, 12-13=-78/2706,
7-13=-78/2706, 7-14=-127/3608, 14-15=-127/3608, 6-15=-127/3608
WEBS 3-7=-153/2588, 4-7=-67/417, 3-8=-150/2513, 2-8=-67/425, 2-9=-3432/128,
4-6=-3374/125
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=163,
6=180.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 980 lb down and 42 lb up at 2-0-12,
980 lb down and 42 lb up at 4-0-12, 980 lb down and 42 lb up at 6-0-12, 980 lb down and 42 lb up at 8-0-12, 980 lb down and 42 lb up
at 10-0-12, and 980 lb down and 42 lb up at 12-0-12, and 980 lb down and 42 lb up at 14-0-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
TG04
Truss Type
Common Girder
Qty
1
Ply
2
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777000
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:05 2014 Page 2 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-nIcAkAjcniW63gqpwu5w?rpEuIJ97rb2e69oyDyb1jq
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 7=-980(F) 10=-980(F) 11=-980(F) 12=-980(F) 13=-980(F) 14=-980(F) 15=-980(F)
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
Job
B14423159
Truss
TG05
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777001
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:06 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-FUAYxWkEY?ezhqP?Tbc9Y2LYPhmPsPFCtmvMUfyb1jp
Scale = 1:57.3
1-4
4-7
17-19
4-14
5-143-14
2-19
3-19
6-8
5-8
20-21
20-22
23-24
23-25
3-15
16-26
18-27
28-30
29-30
31-32
12-32
5-11
10-33
9-34
8-17
1
2
3
4
5
6 7
19 18 17 16 15
14
12 11 10 9 835
36
13
4x6
4x6
3x8
4x6
8x8 4x6
8x8
3x4
4x6 4x6
3x4
1.5x4
1.5x4
1.5x4
2x4
1.5x4
1.5x4
1.5x4
2x4
2x4
1.5x4
2x4
1.5x4
1.5x4
2x4
1.5x4
1.5x4
1.5x4
2x4
1.5x4
1.5x4
2x4 2x4 1.5x4
2x4
1.5x4
2x4
4-7-0
4-7-0
8-6-8
3-11-8
10-10-8
2-4-0
17-1-0
6-2-8
-0-10-8
0-10-8
4-5-0
4-5-0
8-6-8
4-1-8
12-8-0
4-1-8
17-1-0
4-5-0
17-11-8
0-10-8
1-
2
-
8
8-
3
-
1
5
1-
2
-
8
10.00 12
Plate Offsets (X,Y): [3:0-1-6,0-4-0], [5:0-1-6,0-4-0], [17:0-1-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.25
0.26
0.30
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.02
0.01
0.01
(loc)
14
14-15
8
14-15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 128 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 6-6-0 except (jt=length) 19=4-7-0, 16=4-7-0, 18=4-7-0, 15=0-3-8, 15=0-3-8, 13=0-3-8.
(lb) - Max Horz 19=197(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 16, 18 except 19=-137(LC 5), 8=-144(LC 6), 12=-415(LC 1),
15=-148(LC 5), 13=-176(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 16, 18, 12, 11, 10, 9, 15, 15 except 19=515(LC 1), 8=518(LC
1), 13=567(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-335/196, 4-5=-335/191
BOT CHORD 18-19=-138/306, 17-18=-138/306, 16-17=-138/306, 15-16=-138/306, 15-35=-138/306,
35-36=-138/306, 14-36=-138/306, 13-14=-46/306, 12-13=-46/306, 11-12=-46/306,
10-11=-46/306, 9-10=-46/306, 8-9=-46/306
WEBS 3-19=-333/58, 5-8=-333/54
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 18 except (jt=lb)
19=137, 8=144, 12=415, 15=148, 13=176.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb up at 4-9-12, and 68 lb up at
6-9-12, and 68 lb up at 8-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-19=-20
Continued on page 2
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
TG05
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777001
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:06 2014 Page 2 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-FUAYxWkEY?ezhqP?Tbc9Y2LYPhmPsPFCtmvMUfyb1jp
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 14=21 35=21 36=21
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
Job
B14423159
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777002
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:07 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-jgkw9sksJJmqJ_zC1J7O4Gui05AnbvmL5Qev15yb1jo
Scale = 1:29.3
1-3 3-5
1-5
3-7
2-8 4-6
1
2
3
4
5
8 7 63x4
4x6
3x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
0-0-6
0-0-6
13-9-2
13-8-12
6-10-9
6-10-9
13-9-2
6-10-9
0-
0
-
4
4-
7
-
1
0-
0
-
4
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.26
0.06
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: 37 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 13-8-6.
(lb) - Max Horz 1=99(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=263(LC 1), 8=309(LC 10), 6=309(LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777003
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:07 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-jgkw9sksJJmqJ_zC1J7O4GukD59zbwDL5Qev15yb1jo
Scale = 1:19.4
1-2 2-3
1-3
2-4
1
2
3
4
3x4
4x6
3x4 1.5x4
0-0-6
0-0-6
8-9-2
8-8-12
4-4-9
4-4-9
8-9-2
4-4-9
0-
0
-
4
2-
1
1
-
1
0-
0
-
4
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.18
0.12
0.06
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: 21 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=153/8-8-6 (min. 0-1-8), 3=153/8-8-6 (min. 0-1-8), 4=317/8-8-6 (min. 0-1-8)
Max Horz 1=-60(LC 4)
Max Uplift 1=-16(LC 6), 3=-20(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777004
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:07 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-jgkw9sksJJmqJ_zC1J7O4GumI59tbw7L5Qev15yb1jo
Scale = 1:9.1
1-2 2-3
1-3
1
2
3
2x4
3x4
2x4
0-0-6
0-0-6
3-9-2
3-8-12
1-10-9
1-10-9
3-9-2
1-10-9
0-
0
-
4
1-
3
-
1
0-
0
-
4
8.00 12
Plate Offsets (X,Y): [2:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.05
0.12
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
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=112/3-8-6 (min. 0-1-8), 3=112/3-8-6 (min. 0-1-8)
Max Horz 1=-22(LC 4)
Max Uplift 1=-5(LC 6), 3=-5(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777005
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:08 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-CtIJMClU3duhw7YOb0eddTQuSVUOKLHVK4OSZYyb1jn
Scale = 1:36.6
1-3 3-4
1-4
2-5
1
2
3
5 42x4
3x4
1.5x4 1.5x4
1.5x4
7-3-13
7-3-13
0-
0
-
4
6-
1
-
3
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.21
0.17
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: 25 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=82/7-3-8 (min. 0-1-8), 4=128/7-3-8 (min. 0-1-8), 5=332/7-3-8 (min. 0-1-8)
Max Horz 1=170(LC 5)
Max Uplift 1=-29(LC 4), 4=-39(LC 5), 5=-117(LC 6)
Max Grav 1=106(LC 5), 4=128(LC 1), 5=332(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=117.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V05
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777006
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:08 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-CtIJMClU3duhw7YOb0eddTQu1VUzKL8VK4OSZYyb1jn
Scale = 1:38.5
1-3 3-4
1-4
2-5
1
2
3
5 42x4
3x4
2x4
1.5x4
1.5x4
7-8-10
7-8-10
0-
0
-
4
6-
5
-
3
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.24
0.13
0.08
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 27 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=99/7-8-5 (min. 0-1-8), 4=125/7-8-5 (min. 0-1-8), 5=350/7-8-5 (min. 0-1-8)
Max Horz 1=180(LC 5)
Max Uplift 1=-26(LC 4), 4=-40(LC 5), 5=-123(LC 6)
Max Grav 1=112(LC 5), 4=125(LC 1), 5=350(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-260/167
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=123.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V06
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777007
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:09 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-g3shZYm7qw0YYH7a9k9s9hz2Qvqs3pfeZk705_yb1jm
Scale = 1:30.3
1-3 3-4
1-4
2-5
1
2
3
5 42x4
2x4
1.5x4 1.5x4
1.5x4
6-1-7
6-1-7
0-
0
-
4
5-
1
-
3
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.26
0.15
0.06
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: 19 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=17/6-1-2 (min. 0-1-8), 4=131/6-1-2 (min. 0-1-8), 5=298/6-1-2 (min. 0-1-8)
Max Horz 1=140(LC 5)
Max Uplift 1=-41(LC 4), 4=-34(LC 5), 5=-105(LC 6)
Max Grav 1=90(LC 5), 4=131(LC 1), 5=298(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=105.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V07
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777008
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:09 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-g3shZYm7qw0YYH7a9k9s9hz1fvpe3pdeZk705_yb1jm
Scale = 1:22.1
1-2
2-3
1-3
1
2
3
2x4
1.5x4
1.5x4
4-6-4
4-6-4
0-
0
-
4
3-
9
-
3
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.37
0.23
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=159/4-5-15 (min. 0-1-8), 3=159/4-5-15 (min. 0-1-8)
Max Horz 1=100(LC 5)
Max Uplift 3=-35(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V08
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777009
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:10 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-8FQ3nunlbE8PARimiRg5iuWFAJBBoGtooOtZdQyb1jl
Scale = 1:15.4
1-2
2-3
1-3
1
2
3
2x4
1.5x4
1.5x4
2-11-0
2-11-0
0-
0
-
4
2-
5
-
3
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.13
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: 8 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=95/2-10-12 (min. 0-1-8), 3=95/2-10-12 (min. 0-1-8)
Max Horz 1=59(LC 5)
Max Uplift 3=-21(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V09
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777010
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:10 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-8FQ3nunlbE8PARimiRg5iuWH1JCKoGtooOtZdQyb1jl
Scale = 1:8.5
1-2
2-3
1-3
1
2
3
2x4
5x6
1-3-13
1-3-13
0-
0
-
4
1-
1
-
3
10.00 12
Plate Offsets (X,Y): [2:Edge,0-1-15]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.01
0.01
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: 3 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-3-13 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=31/1-3-8 (min. 0-1-8), 3=31/1-3-8 (min. 0-1-8)
Max Horz 1=19(LC 5)
Max Uplift 3=-7(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V10
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777011
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:11 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-cS_R_DoNMYGGnbHzG9CKE62PAiWeXisx02c7Atyb1jk
Scale = 1:38.9
1-3 3-4
1-4
2-5
1
2
3
5 42x4
3x4
2x4
1.5x4
1.5x4
7-9-12
7-9-12
0-
0
-
4
6-
6
-
2
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.25
0.13
0.08
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 27 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=102/7-9-8 (min. 0-1-8), 4=124/7-9-8 (min. 0-1-8), 5=355/7-9-8 (min. 0-1-8)
Max Horz 1=182(LC 5)
Max Uplift 1=-25(LC 4), 4=-41(LC 5), 5=-125(LC 6)
Max Grav 1=113(LC 5), 4=124(LC 1), 5=355(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-263/168
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=125.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V11
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777012
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:11 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-cS_R_DoNMYGGnbHzG9CKE62OxiWKXjAx02c7Atyb1jk
Scale = 1:30.8
1-3
3-4
1-4
2-5
1
2
3
5 42x4
2x4
1.5x4 1.5x4
1.5x4
6-2-9
6-2-9
0-
0
-
4
5-
2
-
2
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.26
0.15
0.06
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: 19 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=23/6-2-4 (min. 0-1-8), 4=131/6-2-4 (min. 0-1-8), 5=299/6-2-4 (min. 0-1-8)
Max Horz 1=142(LC 5)
Max Uplift 1=-39(LC 4), 4=-35(LC 5), 5=-105(LC 6)
Max Grav 1=91(LC 5), 4=131(LC 1), 5=299(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=105.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V12
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777013
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:11 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-cS_R_DoNMYGGnbHzG9CKE62MtiVxXj7x02c7Atyb1jk
Scale = 1:22.5
1-2
2-3
1-3
1
2
3
2x4
1.5x4
1.5x4
4-7-6
4-7-6
0-
0
-
4
3-
1
0
-
2
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.39
0.24
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=163/4-7-1 (min. 0-1-8), 3=163/4-7-1 (min. 0-1-8)
Max Horz 1=102(LC 5)
Max Uplift 3=-36(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V13
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777014
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:12 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-4eXpCZo?7rO7Pls9qsjZnJbbV6tYGAN4FiMgiJyb1jj
Scale = 1:15.8
1-2
2-3
1-3
1
2
3
2x4
1.5x4
1.5x4
3-0-3
3-0-3
0-
0
-
4
2-
6
-
2
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.14
0.09
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
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=99/2-11-14 (min. 0-1-8), 3=99/2-11-14 (min. 0-1-8)
Max Horz 1=62(LC 5)
Max Uplift 3=-22(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V14
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777015
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:12 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-4eXpCZo?7rO7Pls9qsjZnJbdU6umGAN4FiMgiJyb1jj
Scale = 1:8.9
1-2
2-3
1-3
1
2
3
2x4
1.5x4
1.5x4
1-5-0
1-5-0
0-
0
-
4
1-
2
-
2
10.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.02
0.01
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: 3 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-5-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=35/1-4-11 (min. 0-1-8), 3=35/1-4-11 (min. 0-1-8)
Max Horz 1=22(LC 5)
Max Uplift 3=-8(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
Job
B14423159
Truss
V15
Truss Type
Valley
Qty
1
Ply
1
Homes by McKenzie 906 VWC
Job Reference (optional)
I8777016
7.430 s Oct 14 2013 MiTek Industries, Inc. Mon Sep 22 15:31:12 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:r9tPfpFuPkDQW25wCwyjX9zu9Z6-4eXpCZo?7rO7Pls9qsjZnJbcM6tbGAo4FiMgiJyb1jj
Scale = 1:15.1
1-2 2-3
1-3
2-4
1
2
3
4
2x4
4x6
2x4 1.5x4
0-0-6
0-0-6
6-4-9
6-4-3
3-2-4
3-2-4
6-4-9
3-2-4
0-
0
-
4
2-
1
-
8
0-
0
-
4
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.09
0.09
0.04
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: 14 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=106/6-3-13 (min. 0-1-8), 3=106/6-3-13 (min. 0-1-8), 4=222/6-3-13 (min. 0-1-8)
Max Horz 1=-42(LC 4)
Max Uplift 1=-12(LC 6), 3=-15(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
WARNING - Please thoroughly review the "Customer’s Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD)
and the DrJ Reference Sheet (rev. 08-14) before use. Only MiTek connector plates shall be used for this TDD to be valid. A sealed TDD represents an acceptance of professional engineering responsibility for the
design of the single Truss depicted on the TDD only, as a Truss Design Engineer (also defined as a Specialty Engineer) under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for
any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use
of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component
Safety Information (BCSI) published by the Truss Plate Institute and the Structural Building Component Association are referenced for general guidance. TPI1 defines the responsibilities and duties of the Truss Designer,
Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer of the building. All
capitalized terms are as defined in TPI 1.
Copyright ' 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ.
September 23,2014
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11
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12
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1
9
p
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t
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s
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13
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D
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n
,
c
o
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.
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14
.
U
n
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c
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15
.
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