HomeMy WebLinkAboutStamped Truss Drawings (2).PDF B14425779
ProBuild (Mooresville).
Homes by McKenzie 912 Villas of West C
Ryan Dexter, P.E.
The Truss Design Drawing(s) (TDD[s]) referenced have been prepared based on the construction documents
provided by the Building Designer indicating the nature and character of the work. The design criteria therein
have been transferred to DrJ Engineering (DrJ) by
The design assumptions, loading conditions, suitability and use of this set of Truss designs 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 TPI and SBCA 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 or Truss System Engineer for any Building.
Re:MiTek 20/20 7.4
Copyright ' 2014 DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from DrJ.
These TDDs are specialty component designs and may be part of the project’s deferred or phased submittals.
As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on any TDD represents an
acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD
only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with
their written engineering requirements. Please review all TDDs and all related notes.
Important Notice: Each TDD uses Metal Connector Plate (MCP) design values published by MCP manufacturers.
Any referenced connectors use design values published by the connector manufacturer or the American Wood
Council per the National Design Specification (NDS) for Wood Construction. The TDD further uses lumber design
values published by the applicable lumber rules-writing agency as approved by the American Lumber Standards
Committee. These are incorporated into lumber design provisions and equations created by the American Wood
Council and input 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 grading rules published by the rules-writing agency shall 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).
July 31, 2016.My license renewal date for the state of Indiana is
thru I8898407I8898350Pages or sheets covered by this seal:
DrJ Engineering, LLC
6300 Enterprise LaneMadison, Wisconsin 53719
(FKA: DrJ Consulting, LLC)
October 22,2014
Job
B14425779
Truss
GE01
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898350
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:23 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-7B2nmPcjdkpiw2kOTaNdb_E3HAWulZOX6GsLq9yQufs
Scale = 1:68.7
2-50
4-14
14-24
26-27
39-50
14-3813-4012-4111-4210-439-448-457-466-475-483-49
15-37 16-36 17-35 18-34 19-33 20-32 21-31 22-30 23-29 25-28
27-39
1
2
3
4 5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23 24
25
26
50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27
2x4
3x4
5x6 WB
4x6
3x6
3x4
2x4 3x6
30-0-0
30-0-0
-1-2-8
1-2-8
15-0-0
15-0-0
30-0-0
15-0-0
1-
0
-
0
11
-
0
-
0
1-
0
-
0
8.00 12
Plate Offsets (X,Y): [4:0-3-0,0-3-4]
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
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.10
0.07
0.12
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.01
0.01
0.00
(loc)
1
1
27
1
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 205 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*
14-38,13-40,12-41,15-37,16-36: 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 14-38, 13-40, 12-41, 15-37, 16-36
REACTIONS All bearings 30-0-0.
(lb) - Max Horz 50=271(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 27, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31,
30, 29 except 50=-145(LC 4), 49=-148(LC 5), 28=-107(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 50, 27, 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36,
35, 34, 33, 32, 31, 30, 29, 28
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 12-13=-23/251, 13-14=-24/263, 14-15=-29/263, 15-16=-28/251
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) 27, 40, 41, 42, 43, 44,
45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29 except (jt=lb) 50=145, 49=148, 28=107.
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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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.
October 22,2014
Job
B14425779
Truss
GE02
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898351
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:25 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-3aAXB4ez9M3QAMunb_Q5gPJPn_BODTuqaaLRv2yQufq
Scale = 1:69.4
2-51
4-14
14-24
26-28
40-51
14-3913-4112-4211-4310-449-458-467-476-485-493-50
15-38 16-37 17-36 18-35 19-34 20-33 21-32 22-31 23-30 25-29
24-2728-40
1
2
3
4 5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28
2x4
3x4
5x6 WB
4x6
5x6 WB
2x4
3x4
3x6
30-0-0
30-0-0
-1-2-8
1-2-8
15-0-0
15-0-0
30-0-0
15-0-0
31-2-8
1-2-8
1-
0
-
0
11
-
0
-
0
1-
0
-
0
8.00 12
Plate Offsets (X,Y): [4:0-3-0,0-3-4], [24:0-3-0,0-3-4]
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
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.10
0.07
0.12
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.01
0.01
0.00
(loc)
27
27
28
27
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 207 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*
14-39,13-41,12-42,15-38,16-37: 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 14-39, 13-41, 12-42, 15-38, 16-37
REACTIONS All bearings 30-0-0.
(lb) - Max Horz 51=-260(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 28, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31,
30 except 51=-143(LC 4), 50=-142(LC 5), 29=-107(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 51, 28, 39, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37,
36, 35, 34, 33, 32, 31, 30, 29
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 12-13=-15/256, 13-14=-17/267, 14-15=-17/267, 15-16=-15/256
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) 28, 42, 43, 44, 45, 46,
47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 51=143, 50=142, 29=107.
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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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.
October 22,2014
Job
B14425779
Truss
GE03
Truss Type
GABLE COMMON
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898352
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:31 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-ukXoS8iklCpZuHLwxFXVwgZKlO80d0liyWom6iyQufk
Scale: 1/8"=1’
2-4
4-5
5-6
6-9
32-35
30-31
8-18
11-18
3-34
3-31 4-33
4-29
5-29
6-29
6-25
7-25
7-19
15-19
10-19
10-15
1-35
1-34
11-11
1-2
9-12
19-30
31-34
36-37
30-36
38-3938-40
41-42
41-43
44-45
44-46
47-48
47-49
50-51
52-53
54-5554-56
57-5827-5759-60
26-60
61-62
63-64
24-64
23-65
22-66
21-67
68-69
20-69
70-71
17-7273-74
16-75
76-7778-79 14-80
13-811
2
3
4 5
6
7
8
9
10
11
12
35 34 33 32
31
30 29 27 26 25 24 23 22 21 20
19
18 17 16 15 14 13
28
3x6
5x8 5x6
5x6
3x6
3x4
3x4
3x4
4x8
3x6
4x8
5x8
4x8 3x6
3x6
3x6
6x8
3x6
4x6
5x6
7-4-15
7-4-15
14-6-6
7-1-7
15-11-8
1-5-2
22-0-2
6-0-10
23-8-0
1-7-14
27-2-13
3-6-13
30-1-12
2-10-15
36-7-8
6-5-12
36-8-0
0-0-8
43-2-1
6-6-1
49-8-4
6-6-3
7-4-15
7-4-15
14-6-6
7-1-7
15-11-8
1-5-2
22-0-2
6-0-10
27-2-13
5-2-11
31-11-6
4-8-10
36-8-0
4-8-10
43-2-1
6-6-1
49-8-4
6-6-3
50-10-12
1-2-8
1-
1
-
3
8-
1
-
0
12
-
0
-
0
0-
7
-
3
2-
0
-
0
12
-
0
-
0
9.00 12
4.00 12
Plate Offsets (X,Y): [1:Edge,0-1-8], [4:0-5-12,0-1-12], [5:0-4-0,0-2-0], [11:0-3-8,Edge], [19:0-2-12,Edge], [30:0-3-0,0-3-0], [31:0-5-8,0-2-8], [47:0-1-8,0-1-0]
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)
0.51
0.50
0.74
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.28
0.03
0.03
(loc)
29-31
29-31
28
29-31
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 362 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*
47-48,50-51: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 34-35,33-34,32-33,29-31,18-19.
WEBS 1 Row at midpt 3-31, 4-29, 5-29
REACTIONS All bearings 12-11-8 except (jt=length) 35=0-3-8, 18=13-0-4, 18=13-0-4, 11=13-0-4,
15=13-0-4, 17=13-0-4, 16=13-0-4, 14=13-0-4, 13=13-0-4, 28=0-3-8.
(lb) - Max Horz 35=-317(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 35, 11, 25, 27, 14, 28 except
15=-133(LC 5), 19=-191(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 18, 18, 27, 26, 24, 23, 22, 21, 20,
17, 16, 14, 13, 28 except 35=1039(LC 1), 11=254(LC 11), 25=1522(LC 1),
15=475(LC 11), 19=409(LC 11), 19=370(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1273/104, 2-3=-1037/134, 3-4=-1020/170, 4-5=-385/169, 5-6=-568/157, 6-7=0/291,
1-35=-975/111
BOT CHORD 34-35=-139/363, 30-31=0/712, 29-30=0/712, 8-19=-325/150
WEBS 3-31=-264/172, 4-31=-14/591, 4-29=-565/64, 6-29=0/869, 6-25=-1277/102,
7-25=-300/129, 10-15=-400/164, 1-34=0/725, 31-34=-42/957
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) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 MT20 unless otherwise indicated.
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) 35, 11, 25, 27, 14, 28
except (jt=lb) 15=133, 19=191.
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. 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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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.
October 22,2014
Job
B14425779
Truss
GE03
Truss Type
GABLE COMMON
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898352
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:32 2014 Page 2 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-Mw5BfUjMWVxQVRw7Vz2kSt6VVoUFMT?sBAXJf8yQufj
NOTES
12) 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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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
B14425779
Truss
GE04
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898353
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:34 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-JJDx49lc16B8lk4VcN4CYIByWcGSqXN8eU0Qj1yQufh
Scale = 1:65.0
2-51
7-14
14-21
26-28
41-51
14-3913-40
12-4211-4310-449-45
8-466-475-484-49
3-50
15-38
16-37 17-36 18-35 19-34
20-33 22-32 23-31 24-30
25-291-7
28-41
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28
2x4
3x4
3x6
4x6
3x6
2x4
3x4
3x6
28-4-0
28-4-0
-1-2-8
1-2-8
14-2-0
14-2-0
28-4-0
14-2-0
29-6-8
1-2-8
1-
0
-
0
10
-
5
-
5
1-
0
-
0
8.00 12
Plate Offsets (X,Y): [7:0-1-12,Edge], [21:0-1-12,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)
0.10
0.07
0.11
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.01
0.01
0.01
(loc)
27
27
28
27
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 191 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*
14-39,13-40,12-42,15-38,16-37: 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 14-39, 13-40, 12-42, 15-38, 16-37
REACTIONS All bearings 28-4-0.
(lb) - Max Horz 51=-247(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 40, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31,
30 except 51=-221(LC 4), 28=-132(LC 5), 50=-222(LC 5), 29=-159(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 28, 39, 40, 42, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36,
35, 34, 33, 32, 31, 30, 29 except 51=293(LC 5)
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) 40, 42, 43, 44, 45, 46,
47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 51=221, 28=132, 50=222, 29=159.
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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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.
October 22,2014
Job
B14425779
Truss
GE05
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898354
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:34 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-JJDx49lc16B8lk4VcN4CYIBxScG2qXk8eU0Qj1yQufh
Scale = 1:46.3
2-19
1-10 10-11
11-19
9-12
8-13
7-14
6-15
5-16
4-17
3-18
1
2
3
4
5
6
7
8
9
10
19 18 17 16 15 14 13 12 11
2x4
3x4
3x4
2x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
-1-2-8
1-2-8
11-7-0
11-7-0
0-
1
0
-
1
3
7-
7
-
1
4
7.00 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)
0.16
0.10
0.08
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
0.00
-0.00
0.00
-0.00
(loc)
1
1
11
2
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 66 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 10-0-0 oc bracing.
REACTIONS All bearings 11-7-0.
(lb) - Max Horz 19=228(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 19, 11, 12, 13, 14, 15, 16 except 18=-111(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 19, 11, 12, 13, 14, 15, 16, 17, 18
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) 19, 11, 12, 13, 14, 15,
16 except (jt=lb) 18=111.
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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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.
October 22,2014
Job
B14425779
Truss
GE06
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898355
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:36 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-FhLhVrmtZkSs_2Euko6gdjGIyPymIQGR6oVXovyQuff
Scale = 1:69.0
2-46
8-13
13-18
24-25
37-46
13-3512-36
11-38
10-399-40
7-416-42
5-434-44
3-45
14-34
15-33
16-32 17-31
19-30 20-29
21-28 22-27
23-26
1-8
18-24
25-37
1
2
3
4
5
6
7 8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25
2x4
3x4
3x6
4x6
3x6
3x4
2x4 3x6
27-0-8
27-0-8
-1-2-8
1-2-8
13-6-4
13-6-4
27-0-8
13-6-4
1-
1
-
3
11
-
2
-
1
4
1-
1
-
3
9.00 12
Plate Offsets (X,Y): [37:0-1-8,0-1-8]
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)
0.10
0.08
0.15
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
0.00
-0.01
0.01
0.00
(loc)
1
1
25
1
l/defl
n/r
n/r
n/a
n/r
L/d
180
120
n/a
120
PLATES
MT20
Weight: 191 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*
13-35,12-36,11-38,14-34,15-33: 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 13-35, 12-36, 11-38, 14-34, 15-33
REACTIONS All bearings 27-0-8.
(lb) - Max Horz 46=279(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 36, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27 except
46=-175(LC 4), 25=-111(LC 5), 45=-177(LC 5), 26=-131(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 46, 25, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31,
30, 29, 28, 27, 26 except 35=266(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 11-12=-24/266, 12-13=-26/278, 13-14=-30/278, 14-15=-29/266
WEBS 13-35=-269/0
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) 36, 38, 39, 40, 41, 42,
43, 44, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 46=175, 25=111, 45=177, 26=131.
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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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.
October 22,2014
Job
B14425779
Truss
GE07
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898356
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:37 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-juu4iBnVK1ajcCp4IWdv9xpQ7pDH1u4bKSF4KLyQufe
Scale = 1:59.4
5-13
13-14
1-20
12-1511-1610-179-188-197-206-214-223-232-24
1-5
14-20
1
2
3
4 5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
3x6
3x6
3x6
3x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
5x6
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
17-2-4
17-2-4
17-2-4
17-2-4
10
-
0
-
5
7.00 12
Plate Offsets (X,Y): [20:0-3-0,0-3-0]
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)
0.26
0.32
0.11
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
14
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 102 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2 *Except*
1-5: 2x4 SPF-S Stud
BOT CHORD 2x4 SPF No.2 *Except*
14-20: 2x4 SPF-S Stud
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF-S Stud *Except*
12-15: 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 13-14, 12-15, 11-16
REACTIONS All bearings 17-2-4.
(lb) - Max Horz 1=290(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 19, 20, 21, 22,
23, 24
Max Grav All reactions 250 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 19, 20, 21,
22, 23 except 24=276(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-256/145
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) 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) 14, 1, 15, 16, 17, 18,
19, 20, 21, 22, 23, 24.
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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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.
October 22,2014
Job
B14425779
Truss
LAY01
Truss Type
GABLE
Qty
1
Ply
1
Homes by McKenzie 912 Villas of West C
Job Reference (optional)
I8898357
7.430 s Oct 14 2013 MiTek Industries, Inc. Wed Oct 22 10:00:38 2014 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:PGcdJFF0?LIw70hdX84nNnyQvdB-B4SSwXo75LiaDMOHrD98i8MbxDdKmFLkZ6?dsoyQufd
Scale = 1:87.8
1-28
1-8
8-11
11-14
24-28
14-18
11-17
10-19
9-207-216-225-234-253-262-27
12-16
13-15
18-24
1 2 3 4 5 6 7
8
9
10
11
12
13
14
28 27 26 25 24
23 22 21 20 19 18 17
16
15
3x4
2x4 3x6
4x6
3x6
5x6 WB
3x6
18-0-10
18-0-10
22-9-15
4-9-6
13-6-4
13-6-4
18-2-8
4-8-4
22-9-15
4-7-7
7-
0
-
4
13
-
1
1
-
1
5
7-
1
-
6
7-
0
-
4
17.86 12
17.86 12
Plate Offsets (X,Y): [11:Edge,0-1-13], [14:Edge,0-1-8], [24:0-3-0,0-0-4]
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
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.26
0.08
0.49
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.02
(loc)
-
-
14
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 151 lb FT = 20%
GRIP
169/123
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud *Except*
11-17,10-19: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-8.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 11-17, 10-19
REACTIONS All bearings 22-9-15.
(lb) - Max Horz 28=305(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 28, 21, 22, 23, 25, 26, 27 except 14=-713(LC 5), 18=-425(LC 4),
17=-142(LC 4), 19=-124(LC 6), 20=-187(LC 6), 16=-135(LC 7), 15=-156(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 28, 19, 20, 21, 22, 23, 25, 26, 27, 16, 15 except 14=668(LC
4), 18=456(LC 5), 17=574(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 9-10=-124/297, 10-11=-149/421, 11-12=-206/421, 12-13=-333/425, 13-14=-405/429
BOT CHORD 17-18=-509/493, 16-17=-438/408, 15-16=-436/404, 14-15=-437/394
WEBS 11-17=-639/264
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 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
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) 28, 21, 22, 23, 25, 26,
27 except (jt=lb) 14=713, 18=425, 17=142, 19=124, 20=187, 16=135, 15=156.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14, 17, 16, 15.
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.
11) 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. 10-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer),
the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, 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 TPI and SBCA 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 all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any 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.
October 22,2014