I6x4.69 or Zee 5x3.25x4.01 Aluminum Hangers See Table For Number " Thick

Number & Location Of Panel Splices To
Be Determined By The Sign Face
Number Of Zee 3x2.69x2.33
Supplier. See Detail Of Sign Face Splice
Number Of I6x4.69 or Zee 5x3.25x4.01
Horiz. Wind Beams For
Zee 3x2.69x2.33 Alum. Wind
Vertical Hanger Beams For Sign Length
Sign Depth And Wind
Beams See Table For Number
Wind
6"
M.P.H.
No. Beams
2 Hangers
3 Hangers
4 Hangers
5 Hangers
6 Hangers
Max Length
Max Length
Max Length
Max Length
Max Length
X
Max. Depth
150
2
5’
15’
30’
45’
X
150
3
9’
15’
30’
45’
X
150
4
12’
15’
22’
30’
38’
45’
150
5
15’
15’
22’
30’
38’
45’
150
6
18’
15’
22’
30’
38’
45’
130
2
5’
15’
30’
45’
X
130
3
9’
15’
30’
45’
X
130
4
12’
15’
22’
30’
38’
45’
130
5
15’
15’
22’
30’
38’
45’
130
6
18’
15’
22’
30’
38’
45’
110
2
5’
15’
30’
45’
X
X
110
3
9’
15’
30’
45’
X
X
110
4
12’
15’
30’
38’
45’
X
110
5
15’
15’
30’
38’
45’
X
110
6
18’
15’
30’
38’
45’
X
8.
5% D
10.
7% D
7.
0% D
=
=
Six W ind Beam s
Five W ind Beam s
Zee support, shop drawings
=
21% D
splice is allowed at an interior
Four W ind Beam s
than 10’-0", a horizontal panel
=
If the Sign Panels are deeper
=
NOTE:
Three W ind Beam s
2" (Typ.)
Two W ind Beam s
C
Depth D
Equal Spacing For
C
H orizontal W ind Beam s
Hangers See Table For Number
14.
5% D
I6x4.69 or Zee 5x3.25x4.01 Aluminum
shall be required. Minimum
X
X
X
panel section width = 2’-6".
Sign Face
1
8"
Thick
Equal Spacing For Vertical Hangers*
Length L
*Note:
Two Hangers
=
21% L
Three Hangers
=
14.5% L
Four Hangers
=
10.7% L
Five Hangers
=
8.5% L
Six Hangers
=
7.0% L
1
4"
Alum. Flat Head Machine
Screws With Nuts And Lock
Washers. Screws Shall Be
Spaced at 12" Centers Maximum
Spacing of vertical hangers may be varied slightly or as necessary
to clear the truss struts and diagonals at panel points.
ON FOR OVERHEAD TRUSS
EVATI
GN FACE EL
CAL SI
TYPI
6"–
Varies, 5’
Maximum Cantilever
»¿ Panel S
Zee 3x2.69x2.33
C:
\d\projects\standards\roadway\11000-s\11300-01.
dgn
Sign Face
Aluminum
Sign Panels Butt Together
»¿ Top
Wind Beam
Sign Face
2"
1
8"
Thick
Bolt Wind Beam To Vertical
Hanger With 58" Aluminum Hex
I6x4.69 or
Head Bolt With Nut & Lock Washer
Zee 5x3.25x4.01
Alum. Hanger
(SHOWING ATTACHMENT OF SIGN FACE
»¿ Bottom Truss
PANEL TO VERTICAL HANGER SUPPORTS,
VERTICAL I SHAPE HANGER AS SHOWN,
Zee SHAPE OPTIONAL)
sm 970re
1"
3
8"
1
2"
3
8"
See Detail A
M ax. Spacing - 12’
1"
»¿ Panel S
c. to c. Chords)
Depth of Truss (
U- Bolt W /Nut And
C
ON CSECTI
ASTM F2329
Thick
A193 B7 Galvanized according to
Thick
Lockwasher ASTM A449
1
8"
1
8"
or ASTM
Sign Face
Backing Strip
4"
D/2
Pairs Of 14" Aluminum
LA
DETAI
Flat Head Machine
Screws Spaced At
WN)
T SHO
NG NO
I
GHT
I
L
(
12" Centers Maximum
7:
03:
03 PM
D/2+112"–
BACKING STRIP DETAIL
ON
GN & TRUSS CONNECTI
L OF SI
CAL DETAI
TYPI
GENERAL NOTES
2. Design based on 32 ft. maximum height to centroid of sign panel.
DETAILS OF SIGN FACE & TRUSS CONNECTION
3. The Design Wind Speed shall conform to Wind Speed by County shown on Index 11200, Sheet 1.
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
1. For "General Notes" covering Material Specifications see Index 11200.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STEEL OVERHEAD SIGN STRUCTURES
NO.
11300
SHEET
NO.
1of 1