HomeMy WebLinkAboutI30803054.7_Hamlet_FloorRe:
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by ProBuild (CarterLee Bldg Components).
Liu, Xuegang
Pages or sheets covered by this seal: I30803054 thru I30803065
My license renewal date for the state of Indiana is July 31, 2018.
7_Hamlet_Floor
Truss Engineer’s responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
IMPORTANT NOTE:
McKenzie 7 Hamlet
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
August 18,2017
Job
7_HAMLET_FLOOR
Truss
F01
Truss Type
Floor
Qty
5
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803054
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:38 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-KDP0oGzTVyZONZqVnGeVA04onRCUKUtYb9bvvgymusJ
Scale = 1:27.1
1 2 3 4 5 6 7 8 9 10 11
18 17 16 15 14 13 12
19 20
2x4
3x6
2x4
2x4
3x6
2x4
4x6 4x6
4x6 4x6
2x4 3x4 3x4 2x4
3x4 3x6
2x4 3x4 2x4
2x4
16-0-0
16-0-0
1-6-0 1-4-8
0-1-8
0-1-8
2-0-0
2-0-0
Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
Job
7_HAMLET_FLOOR
Truss
F02
Truss Type
Floor
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803055
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:39 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-oPzO?c_5GFhF_iPiL_9kiDdz2rYP3x2iqpKTS6ymusI
Scale = 1:27.3
1 2 3 4 5 6 7 8 9 10 11
18 17 16 15 14 13 12
19
2x4
3x6
2x4
2x4
3x4
4x6 4x6
4x6 4x6
2x4 3x4 3x4 2x4
3x4 3x6
2x4 3x4 2x4
2x4
16-0-0
16-0-0
1-6-0 1-6-0
0-1-8
2-0-0
2-0-0
Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [19:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
Job
7_HAMLET_FLOOR
Truss
F03
Truss Type
FLOOR
Qty
10
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803056
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:40 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-GcXmCy?j1Zp6cs_uuhgzFR93iFqFoIjr3T40_YymusH
Scale = 1:64.7
1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 22 23 24 25 26 27
44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28
45 46
3x6 FP
2x4
4x6
2x4
2x4
2x4
3x6 FP
4x8
3x4
4x6 4x6
4x6
2x4 4x6 2x4
4x8
4x6
4x6
4x6
2x4 4x6 2x4
2x4
4x6
4x6
5x6
4x8
2x4 4x6 2x4
5x8
4x6
4x6
2x4 4x6 2x4
4x6
4x6
4x6 4x6
2x4 4x6 2x4
2x4
3x6 FP
3x6 FP
15-9-4
15-9-4
37-8-8
21-11-4
1-6-0 1-3-4 1-2-4
0-1-8
0-1-8
Job
7_HAMLET_FLOOR
Truss
F05
Truss Type
Floor
Qty
2
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803057
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:41 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-lo48QI0MotxzE0Z4SPCCneiHoeHEXon_I7pZW_ymusG
Scale = 1:56.4
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
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
43 44
2x4
4x6
2x4
2x4
2x4
3x6 FP
4x8
3x4
4x8
3x4
4x6 4x6
4x6
3x6 FP
2x4 4x6 2x4
4x6
4x6
2x4 2x4
4x6
2x4
4x6
2x4
4x6
4x6
4x6
4x6
2x4 4x6 2x4
4x8
4x6
4x6
2x4 4x6 2x4
4x6
4x6
4x6
2x4
2x4
3x6 FP
3x6 FP
11-9-12
11-9-12
15-9-4
3-11-8
Job
7_HAMLET_FLOOR
Truss
F07
Truss Type
Floor
Qty
4
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803058
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:42 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-D_eXde0_ZA3qrA8G06jRKsFS72cSGFb8WnZ72RymusF
Scale: 1/4"=1’
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
34 33 32 31 30 29 28 27 26 25 24 23 22 21
35
3x6 FP
2x4
4x6
2x4
4x6
3x6 FP 2x4
4x8
4x6 4x6 3x4
4x6
2x4 4x6 2x4
4x6
4x6
2x4 2x4
4x6 4x6
4x6
2x4
2x4
4x6
4x6
4x6
4x6
2x4 4x6 2x4
4x6
4x6
2x4
2x4
11-8-12
11-8-12
28-1-12
16-5-0
1-6-0 1-10-4 1-5-0 0-6-0
0-1-8
2-0-0
2-0-0
Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [20:0-1-8,Edge], [21:Edge,0-1-8], [24:0-1-8,0-0-0], [25:0-1-8,Edge], [31:0-1-8,0-0-0], [32:0-1-8
,Edge], [35:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
Job
7_HAMLET_FLOOR
Truss
F08
Truss Type
Floor
Qty
2
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803059
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:43 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-hACvrz1cKUBhTKjTapEgt3nbuSpu?htHlRIgbtymusE
Scale = 1:37.9
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
26 25 24 23 22 21 20 19 18 17
27
3x6 FP
2x4 2x4
2x4
3x6 FP
4x6
5x6
4x6
5x6
5x8 5x8
2x4 4x6 4x6 2x4
4x6 4x6
2x4
2x4 4x6 4x6
4x6 4x6
2x4 4x6 2x4
2x4
22-2-0
22-2-0
1-6-0 1-5-0 0-1-8
2-0-0
2-0-0
Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [16:0-1-8,Edge], [17:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
Job
7_HAMLET_FLOOR
Truss
FE01
Truss Type
Floor Supported Gable
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803060
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:43 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-hACvrz1cKUBhTKjTapEgt3nkFS2w?pWHlRIgbtymusE
Scale = 1:27.1
1 2 3 4 5 6 7 8 9 10 11 12 13
26 25 24 23 22 21 20 19 18 17 16 15 14
27 28
3x4 3x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
16-0-0
16-0-0
0-1-8 0-1-8
2-0-0
2-0-0
Plate Offsets (X,Y)-- [13:0-1-8,Edge], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
Job
7_HAMLET_FLOOR
Truss
FE02
Truss Type
Floor Supported Gable
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803061
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:44 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9NmH2J2E4oJY5UIf7XlvPHKvrsO9kGlR_52D7JymusD
Scale: 1/4"=1’
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
47 48
3x4 3x6 FP 3x4
3x6 FP
28-1-12
28-1-12
0-1-8 0-1-8
2-0-0
2-0-0
Plate Offsets (X,Y)-- [23:0-1-8,Edge], [47:0-1-8,0-1-0], [48:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.06
0.01
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
Job
7_HAMLET_FLOOR
Truss
FE03
Truss Type
Floor Supported Gable
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803062
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:44 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9NmH2J2E4oJY5UIf7XlvPHKvysOAkGlR_52D7JymusD
Scale = 1:17.1
1 2 3 4 5 6
12 11 10 9 8 7
2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
6-8-0
6-8-0
2-0-0
2-0-0
Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.05
0.01
Job
7_HAMLET_FLOOR
Truss
FE04
Truss Type
Floor Supported Gable
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803063
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:44 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9NmH2J2E4oJY5UIf7XlvPHKvwsO9kGlR_52D7JymusD
Scale = 1:17.1
1 2 3 4 5
10 9 8 7 6
11
2x4 3x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
5-1-8
5-1-8
0-1-8
2-0-0
2-0-0
Plate Offsets (X,Y)-- [5:0-1-8,Edge], [11:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.05
Job
7_HAMLET_FLOOR
Truss
FG01
Truss Type
Floor Girder
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803064
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:45 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-dZKfGf3sr5RPidtrhEG8yUtsoGWSTUgaClnnfmymusC
Scale = 1:64.7
1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 22 23 24 25 26 27
44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28
45 46
3x6 FP
2x4
5x12
2x4
2x4
2x4
3x6 FP
5x8
3x4
6x8 6x8
6x8
2x4 4x6 2x4
6x10
6x8
5x8
6x6
2x4 5x6 2x4
2x4
4x6
5x6
6x8
5x8
2x4 4x6 2x4
6x10
5x6
4x6
2x4 4x6 2x4
5x8
5x6
5x6 4x6
2x4 4x6 2x4
2x4
3x6 FP
3x6 FP
15-9-4
15-9-4
37-8-8
21-11-4
1-6-0 1-3-4 1-2-4
0-1-8
0-1-8
Job
7_HAMLET_FLOOR
Truss
FG02
Truss Type
Floor Girder
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803065
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:46 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-5lu1T?3UcPZGKnS2FynNUiP4pfuRC_vkRPXKBCymusB
Scale = 1:18.9
1 2 3 4 5 6 7
12 11 10 9 8
6x8 6x8
3x6 8x8 6x8 3x6
5x8 6x10
3x6 3x6 3x6
3x6
9-11-0
9-11-0
1-6-0 1-6-8
2-0-0
0-1-8
2-0-0
Plate Offsets (X,Y)-- [10:0-3-0,Edge], [11:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.73
0.79
0.81
DEFL.
Vert(LL)
Vert(TL)
edge of truss.
/ 16 " from outside
1
0 -
PRODUCT CODE APPROVALS
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
W4-6
W3-6
W3-7
W2-7
W1-7
C1-8
C7-8 C6-7 C5-6
C4-5
C3-4
C1-2 C2-3
TOP CHORD
TOP CHORD
8 7 6 5
4
1 2 3
BOTTOM CHORDS
TOP CHORDS
BEARING
LATERAL BRACING LOCATION
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
The first dimension is the plate
width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
4 x 4
PLATE SIZE
This symbol indicates the
required direction of slots in
connector plates.
/ 16 "
1
For 4 x 2 orientation, locate
plates 0-
Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
1 "
/ 4
3
PLATE LOCATION AND ORIENTATION
Symbols Numbering System
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
Failure to Follow Could Cause Property
Damage or Personal Injury
General Safety Notes
* Plate location details available in MiTek 20/20
software or upon request.
Industry Standards:
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
' 2012 MiTekfi All Rights Reserved
MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
WEBS
edge of truss.
/ 16 " from outside
1
0 -
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
W4-6
W3-6
W3-7
W2-7
W1-7
C1-8
C7-8 C6-7 C5-6
C4-5
C3-4
C1-2 C2-3
TOP CHORD
TOP CHORD
8 7 6 5
4
1 2 3
BOTTOM CHORDS
TOP CHORDS
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
4 x 4
PLATE SIZE
This symbol indicates the
required direction of slots in
connector plates.
/ 16 "
1
For 4 x 2 orientation, locate
plates 0-
1 "
/ 4
3
PLATE LOCATION AND ORIENTATION
Symbols Numbering System General Safety Notes
* Plate location details available in MiTek 20/20
software or upon request.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
6-4-8 dimensions shown in ft-in-sixteenths
WEBS
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
Horz(TL)
in
-0.09
-0.14
0.01
(loc)
9-10
9-10
8
l/defl
>999
>854
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 71 lb FT = 20%F, 11%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3(flat) *Except*
6-8,2-12,6-9,2-11,4-9: 2x4 SPF-S Stud(flat)
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) 12=1595/0-3-8, 8=1595/0-3-8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2102/0, 3-4=-2102/0, 4-5=-2009/0, 5-6=-2009/0
BOT CHORD 11-12=0/1272, 10-11=0/2102, 9-10=0/2102, 8-9=0/1268
WEBS 6-8=-1863/0, 2-12=-1870/0, 6-9=0/1114, 2-11=0/1291, 5-9=-635/0, 3-11=-726/0, 4-9=-519/131, 4-10=-279/17
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 8-12=-20, 1-7=-310
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
2-0-0
2-0-0
Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,0-0-0], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [32:0-1-8,0-0-0], [33:0-1-8,Edge], [39:0-1-8,Edge], [40:0-1-8,Edge], [44:Edge
,0-1-8], [45:0-1-8,0-1-0], [46:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.94
0.90
1.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.36
0.07
(loc)
31-32
31-32
28
l/defl
>999
>733
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 193 lb FT = 20%F, 11%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2(flat) *Except*
1-12: 2x4 SP 2400F 2.0E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except*
34-41: 2x4 SP 2400F 2.0E(flat)
WEBS 2x4 SPF-S Stud(flat) *Except*
44-45,1-44,28-46,27-28,11-37,3-43,9-38,5-42,7-39,6-40,25-29,14-36,23-30,16-35,20-31,18-33,19-32: 2x4 SP No.3(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 44=1851/0-5-8, 37=2930/0-5-8, 28=1108/0-3-8
Max Grav 44=1992(LC 2), 37=2930(LC 1), 28=1136(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 44-45=-251/0, 1-45=-251/0, 2-3=-2335/0, 3-4=-2335/0, 4-5=-2568/0, 5-6=-2568/0,
6-7=-2129/162, 7-8=-2129/162, 8-9=-776/994, 9-10=-776/994, 10-11=0/2217,
11-12=0/2217, 12-13=0/2217, 13-14=-262/287, 14-15=-262/287, 15-16=-1761/0,
16-17=-1761/0, 17-18=-2731/0, 18-19=-2731/0, 19-20=-2931/0, 20-21=-2931/0,
21-22=-2581/0, 22-23=-2581/0, 23-24=-2581/0, 24-25=-1634/0, 25-26=-1634/0
BOT CHORD 43-44=0/1492, 42-43=0/2600, 41-42=-162/2129, 40-41=-162/2129, 39-40=-162/2129,
38-39=-619/1447, 37-38=-1441/0, 36-37=-1035/0, 35-36=0/1076, 34-35=0/2278,
33-34=0/2278, 32-33=0/2731, 31-32=0/2731, 30-31=0/2814, 29-30=0/2175, 28-29=0/910
WEBS 2-44=-2265/0, 10-37=-1683/0, 2-43=0/1318, 10-38=0/1493, 3-43=-642/0, 4-43=-414/123,
8-38=-1234/0, 4-42=-297/0, 8-39=0/1388, 5-42=-376/0, 7-39=-658/0, 6-42=0/1105,
6-40=-434/0, 26-28=-1386/0, 13-37=-1809/0, 26-29=0/1131, 13-36=0/1596,
24-29=-845/0, 15-36=-1306/0, 24-30=0/635, 15-35=0/1107, 21-30=-363/0, 17-35=-846/0,
17-33=0/874, 20-31=-284/0, 18-33=-376/0, 19-31=-80/575, 19-32=-294/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 28-44=-20, 1-4=-400, 4-27=-100
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
0.01
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 27 lb FT = 20%F, 11%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 5-1-8.
(lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 31 lb FT = 20%F, 11%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
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 6-8-0.
(lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
n/a
0.00
(loc)
-
-
24
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 126 lb FT = 20%F, 11%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
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 28-1-12.
(lb) - Max Grav All reactions 250 lb or less at joint(s) 46, 24, 45, 44, 43, 42, 41, 40, 39, 38, 37, 35, 34, 33, 32,
31, 30, 29, 28, 27, 26, 25
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 2x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) This truss is designed in accordance with the 2003 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.
7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.05
0.01
0.02
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: 75 lb FT = 20%F, 11%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
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 16-0-0.
(lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
CSI.
TC
BC
WB
(Matrix)
0.58
0.97
0.57
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.32
0.07
(loc)
20-21
20-21
17
l/defl
>999
>812
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 105 lb FT = 20%F, 11%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF-S Stud(flat) *Except*
1-26,17-27,16-17,14-18,3-25,11-19,5-24,9-20,7-22,8-21: 2x4 SP No.3(flat)
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) 17=875/0-3-8, 26=879/0-5-8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1269/0, 3-4=-1269/0, 4-5=-2105/0, 5-6=-2105/0, 6-7=-2552/0, 7-8=-2552/0,
8-9=-2539/0, 9-10=-2539/0, 10-11=-2118/0, 11-12=-2118/0, 12-13=-2118/0,
13-14=-1289/0, 14-15=-1289/0
BOT CHORD 25-26=0/684, 24-25=0/1731, 23-24=0/2361, 22-23=0/2361, 21-22=0/2552, 20-21=0/2552,
19-20=0/2369, 18-19=0/1748, 17-18=0/708
WEBS 15-17=-1079/0, 2-26=-1068/0, 15-18=0/908, 2-25=0/914, 13-18=-717/0, 4-25=-721/0,
13-19=0/578, 4-24=0/584, 10-19=-392/0, 6-24=-401/0, 10-20=0/266, 6-22=0/457,
8-20=-288/208
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.45
0.47
0.45
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.09
0.03
(loc)
24
24
21
l/defl
>999
>999
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 139 lb FT = 20%F, 11%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF-S Stud(flat) *Except*
34-35,1-34,20-21,8-29,3-33,6-30,4-32,5-31,18-22,10-27,16-23,13-26,14-25,15-24: 2x4 SP No.3(flat)
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, Except:
6-0-0 oc bracing: 29-30,27-29.
REACTIONS. (lb/size) 34=369/0-5-8, 21=590/0-5-8, 29=1273/0-5-8
Max Grav 34=414(LC 2), 21=612(LC 4), 29=1273(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-510/0, 3-4=-510/0, 4-5=-565/0, 5-6=-369/148, 6-7=-369/148, 7-8=0/663,
8-9=0/663, 9-10=-612/0, 10-11=-612/0, 11-12=-612/0, 12-13=-1136/0, 13-14=-1136/0,
14-15=-1245/0, 15-16=-1219/0, 16-17=-1219/0, 17-18=-824/0, 18-19=-824/0
BOT CHORD 33-34=0/309, 32-33=0/565, 31-32=0/565, 30-31=0/565, 29-30=-286/104, 26-27=0/919,
25-26=0/1245, 24-25=0/1245, 23-24=0/1245, 22-23=0/1064, 21-22=0/462
WEBS 2-34=-469/0, 7-29=-622/0, 2-33=0/314, 7-30=0/465, 5-30=-402/0, 19-21=-721/0,
9-29=-860/0, 19-22=0/567, 9-27=0/713, 17-22=-375/0, 12-27=-526/0, 12-26=0/385,
14-26=-293/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
32-11-0
17-1-12
1-6-0 1-11-4 0-5-8 1-5-8 0-6-0
0-6-12
0-1-8 0-1-8
2-0-0
2-0-0
Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,0-0-0], [25:0-1-8,Edge], [26:Edge,0-1-8], [29:0-1-8,Edge], [30:0-1-8
,Edge], [35:0-1-8,0-0-0], [36:0-1-8,Edge], [39:0-1-8,0-0-0], [40:0-1-8,Edge], [43:0-1-8,0-1-0], [44:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.49
0.41
0.48
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.10
0.03
(loc)
28-29
28-29
26
l/defl
>999
>999
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 170 lb FT = 20%F, 11%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3(flat) *Except*
2-42,7-37,2-41,7-38,4-41,5-38,9-37,10-34,24-26,13-34,24-27,13-32,21-27,15-32,21-28,15-31,19-28,17-31: 2x4 SPF-S Stud(flat)
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 0-5-8 except (jt=length) 37=0-3-8.
(lb) - Max Grav All reactions 250 lb or less at joint(s) except 42=427(LC 2), 37=622(LC 2), 34=1163(LC 6), 26=602(LC
6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-532/0, 3-4=-532/0, 4-5=-605/0, 5-6=-421/0, 6-7=-421/0, 7-8=0/468, 8-9=0/468,
9-10=0/569, 10-11=0/809, 11-12=0/809, 12-13=0/809, 13-14=-394/0, 14-15=-394/0,
15-16=-1019/0, 16-17=-1019/0, 17-18=-1192/0, 18-19=-1192/0, 19-20=-1202/0,
20-21=-1202/0, 21-22=-826/0, 22-23=-826/0, 23-24=-826/0
BOT CHORD 41-42=0/321, 40-41=0/605, 39-40=0/605, 38-39=0/605, 36-37=-569/0, 35-36=-569/0,
34-35=-569/0, 31-32=0/751, 30-31=0/1192, 29-30=0/1192, 28-29=0/1225, 27-28=0/1058,
26-27=0/472
WEBS 2-42=-488/0, 7-37=-583/0, 2-41=0/330, 7-38=0/433, 5-38=-337/0, 9-37=-40/295,
10-34=-508/0, 24-26=-719/0, 13-34=-913/0, 24-27=0/553, 13-32=0/771, 21-27=-363/0,
15-32=-580/0, 15-31=0/439, 17-31=-341/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
2-0-0
2-0-0
Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,0-0-0], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [28:Edge,0-1-8], [32:0-1-8,0-0-0], [33:0-1-8,Edge], [39:0-1-8,Edge], [40:0-1-8
,Edge], [45:0-1-8,0-1-0], [46:0-1-8,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.64
0.84
0.66
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.27
0.05
(loc)
31-32
31-32
28
l/defl
>999
>981
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 182 lb FT = 20%F, 11%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF-S Stud(flat) *Except*
44-45,1-44,28-46,27-28,11-37,3-43,9-38,5-42,7-39,6-40,25-29,14-36,23-30,16-35,20-31,18-33,19-32: 2x4 SP No.3(flat)
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. (lb/size) 44=450/0-5-8, 37=1793/0-5-8, 28=745/0-3-8
Max Grav 44=536(LC 2), 37=1793(LC 1), 28=765(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-714/0, 3-4=-714/0, 4-5=-991/47, 5-6=-991/47, 6-7=-891/237, 7-8=-891/237,
8-9=-288/671, 9-10=-288/671, 10-11=0/1409, 11-12=0/1409, 12-13=0/1409,
13-14=-250/178, 14-15=-250/178, 15-16=-1239/0, 16-17=-1239/0, 17-18=-1869/0,
18-19=-1869/0, 19-20=-1993/0, 20-21=-1993/0, 21-22=-1747/0, 22-23=-1747/0,
23-24=-1747/0, 24-25=-1102/0, 25-26=-1102/0
BOT CHORD 43-44=0/414, 42-43=0/890, 41-42=-237/891, 40-41=-237/891, 39-40=-237/891,
38-39=-472/610, 37-38=-920/0, 36-37=-620/0, 35-36=0/787, 34-35=0/1573,
33-34=0/1573, 32-33=0/1869, 31-32=0/1869, 30-31=0/1907, 29-30=0/1469, 28-29=0/613
WEBS 2-44=-631/0, 10-37=-932/0, 2-43=0/468, 10-38=0/797, 4-43=-276/69, 8-38=-617/0,
8-39=0/635, 7-39=-300/0, 6-42=0/423, 26-28=-934/0, 13-37=-1204/0, 26-29=0/765,
13-36=0/1057, 24-29=-573/0, 15-36=-863/0, 24-30=0/435, 15-35=0/731, 17-35=-548/0,
17-33=0/583, 18-33=-273/0, 19-31=-63/376
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
(Matrix)
0.44
0.62
0.37
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.13
0.03
(loc)
14-15
14-15
12
l/defl
>999
>999
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 77 lb FT = 20%F, 11%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF-S Stud(flat) *Except*
18-19,1-18,11-12,9-13,3-17,7-14,5-16,6-15: 2x4 SP No.3(flat)
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) 18=628/0-5-8, 12=632/0-5-8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-869/0, 3-4=-869/0, 4-5=-1312/0, 5-6=-1312/0, 6-7=-1290/0, 7-8=-1290/0, 8-9=-858/0, 9-10=-858/0
BOT CHORD 17-18=0/493, 16-17=0/1124, 15-16=0/1312, 14-15=0/1312, 13-14=0/1115, 12-13=0/478
WEBS 10-12=-747/0, 2-18=-751/0, 10-13=0/593, 2-17=0/587, 8-13=-402/0, 4-17=-397/0, 8-14=0/273, 4-16=0/380
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
BC
WB
(Matrix)
0.41
0.60
0.37
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.12
0.03
(loc)
14-15
14-15
12
l/defl
>999
>999
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 79 lb FT = 20%F, 11%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3(flat) *Except*
10-12,2-18,10-13,2-17,8-13,4-17,8-14,4-16,6-14: 2x4 SPF-S Stud(flat)
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) 18=626/0-5-8, 12=626/0-5-8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-865/0, 3-4=-865/0, 4-5=-1302/0, 5-6=-1302/0, 6-7=-1285/0, 7-8=-1285/0, 8-9=-866/0, 9-10=-866/0
BOT CHORD 17-18=0/491, 16-17=0/1117, 15-16=0/1302, 14-15=0/1302, 13-14=0/1117, 12-13=0/492
WEBS 10-12=-750/0, 2-18=-748/0, 10-13=0/584, 2-17=0/584, 8-13=-392/0, 4-17=-394/0, 8-14=0/263, 4-16=0/370
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017