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CHECK WITH MARKET
FOR STRINGER AND l
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PLAN VIEW
FULL FLAG BACK TO BACK
-
scale:
3/16"=1'—O"
EE SHEET 2
FOR
SINGLE FACE
& V PLAN VIEW
jk�—See column
-
-.Connection detail
a
u'mn La" e`r
ngs — 3/4"0 rod, 12" c/a
Stringers — 2 1/2"x 3/8" ba
(Ladder to meet OSHA standards) ,
Ladder Standouts
2 1/2"x 3/8" barstock, length to mains
minimum toe clearance, welded to colur
and ladder
—Column i e
(see schedule) 1"I: LUCIE COUNIP C
REVIEWEDFO 1ylp
P.
REVIEWED BY
(welded to pipe)
equally spa
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oundation
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PARTIAL FLAG
BACK TO BACK
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each e
nanax
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ce plate
t pipe
NTU M
allCTURE & DESIGN
M7
t
A DMSION OF'ELLER MEDIA
10'-6" x 36'-0"
MONOPOLE SIGN STRUCTURE
�1
gn wind pressure is 64 psf.
drawing represents Quantum stas,
0 shall be no es
64 PSF
substituting memb or
e4s
3.
,
-Ch"ation
market for stringer
CENTERMOUNT
and,
n,
PARTIAL FLAG
4.
Pipe;.
to ASTM A252 grade 2 (U.N.O.)
5.
Structural at
conform to ASTM A-3k,
FULL FLAG
, Am
6.
Welding shall
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ccordance with AWS ards.
BACK TO BACK
F{'
7.-Botts
& nuts',
"
be A325 (UNLESS NO i7nd
be zinc or cc
um plated.
F, SINGLE FACE
8.
- Concrete shall
f'c
ottoin o 28
NDARD 16 V
of = 3000
p.s.i. 1-.
F ' t +
k
9.
-Concrete reinforcingc
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s to
4
A615 rode 60.
9
w
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µ
— -
80 0 TO TOP '
10.
Welded wire fac shall all con
,
11,
cure v
Concrete c e timeto set ut
1.
panels is 24 hours.
12.-
Steel shall be rime rote
primed & pointed.
13.-
Structural steel shall be fabricated an w4c d,,
LtA71CSf�?
according to the latest AISC specifics
standard practices.
14.
The contractor shall verify all dimensions and
conditions in tt,e field and notify the engineer
any discreponc,es.
CHPIED OR a r�iED�wP Fas"Too"" wmbur wR" TaE w R cm.
DRAWING
NUMBER 10636-64S
OUWWM STRUCTURE & DESW
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