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No. 67382
JAN262018F1 Llt.�60 Py
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6' X 6" X 5/16"STEEL POSTS (P 500/B), SLEEVE. v n
s 1/i'
W 24" LAP INTO NEW POSTS. BELOW.
;` \ _o :. EXISTING'CABINETAND FACES:WITH ... -2m
CONCEALED FA$TEHq�S pRA1TACHN
AAETHEMPId SIalpOFTHE
.'TYPICAL INSTALLATION $A00L1 CO 'ILLUMINATION TO REMAIN THE SAME. o omy NM .
.. - - -"
CON�RAL70ROFRE(;ORp
Atom. Angle sign frame EXISTING LED READER BOARD:
g 9 3/8.thru,holtthrough TOP+BOT
;'Welded steel angle saddle mounting shoe & , SCAN p
(2) 3I8" BOLTS TO EACH POST, TYP
Welded steel' steel angle saddle -- St .�uCBy,
CUT EXISTIN, G 6' X 6"' X 5/16" STEEL POSTS (A500
Q _ . - :SLEEVE2) /4HK WELDED STEEL ELL COLLARTO NEW S ATS1a' OLCCc MIN.
... t= County
Steel pipeweld to steelsaddle a
Weld steel pipe to o „'
PP 0 1/z ALUMINUM ANGLEFRAME:RUNS a
steel angle saddle _. Angle alum. Mounting shoe __ — _
f all four sides . full weld to alum.. Sign, frame +.
ENTIRE PERIMETER OF POLE COVER
WITH'NORIZONTALMEMBERS AS:
NEEDED AND, CLADDED' WITH .090" ALUMINUM.'
_.
--- S 4 m _ .
POLE COVER TO HAVE 2" REVEAL EVERY 2 " m N
-- -----------------------------------------------
PLANS- SI: ! +�-
q x'/<' WALL'. STEEL POSTS (A500/B) THE
E AND ALL PROPOSED WO E
AFE SUBJECT TO ANY COMECTIONS v
7
T Y FIELD. INSPECTORS THAT-2 T 6 .�t -
s° s .
APPROX SADDLE LOCATIONS.(TYP Ri=r�UIRcD t3
t31aY BE
N CESSANY Ili OfiDPKt TO
COF. P Y WITH - CODES.
% m
�--ULAPPROVED WEATHERPROOF - .
DISCONNECT SWITCH AS PER NEC 600 2'
�',
L A?PIIC�SLE COr?
EXISTING PRIMARY: U.C;4PPROVED _:.
/'CONDUITW/#12PRIMARY... ..
3l o
_ —
_ —
ELECTRICAL HOOK UP
110 Ell 1]] l^ IIf l IIJ 1311B-1 EXISTING PER'NEC 600-21
o CON i
DEEP SPREAD H
— - _.°'
M. q Ctul III1�
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no- im -sir; :' GQ$ O .3
CONCRETE TER' PT ONS 2500 P
01 DIA. X 8-4" DEEP-AUGERED
— W=fH=III— =1!( :fl[lla O BUILDING DIVISION
Ijl (5) #5
SO X,3' AD'WIT
3ltgaoo _ _,Its=11� IllI'_ BARS EACH WAY T PAND BOTTOM.
REVIEWED : o �..'
FOR COMPL
a�
.. .. — REVIEWED. BY
- .._ - - :.tea
t Vie
_ .. �e 2" DATE Ow
FrOn w: P
PLANS AND PER T
A-
osed Structural RetroFit MUST BE KEPT ON OB OR
'NOINSPECTION WILL BE MADE
... o
/finer Sig DS Holdings Inc.
�+
1213 W.50th Street
West'PalmBch,FL33407
-
Lic#ES0000352-
..- r
Notes:' .'
Any paryaccepl'ng this document does so in oanfidence
end agrees lhdlfiahafi not be duplicated. whole erin
pad, nor died. to others, without themnifen consent of
ANERSgns. Reference oapy list for copy ygapNo
pedAc Dead sign loralbn_ Contactor shall vastyaA
oondiuons on site end notify book with any variations from
whatiasneononthedrawingsbeforepro�ingwith
hbdcaAon or installation .:
Revisions:'Approveda
-
Q
;.gy..
::Y:J:: ..'
Q
..- .-. . d ❑Revise and Re submit
e
`o oPPr°veil as Noted
APProved/Reviewed By'
Date:
Client: -
Coastal Flooring
9569 _
Port.St Lu ore; FL 34952 , .
.
..
Sign Type:
-
RetroFit Pylon
..
Drawn By: . Start Date: .
MYQ O'1/13/2018.
-
Pro)emands eat Number,
-
• 01 00
a
>'I'
4' Generala Began ism Fla Bldg Cmde6th Ed (Zov) for usewitfinn&oussidetheHighVdodtyHumaneZone(HVHi7.•ThuengineemtgcetifiesonlyNreMutual rogrityofthasesystem;mmponerNand/wother construction eOiddyspedfiedherein .•Boadal notes, detaib,&spedfi¢tiomare provided byand atethesale respontibilityafthedttoiol mntradm.Nodeddal review has beat performed and noarofitationofmdi isntended.-Sluntand dedgittmeesmciumemausofA(1318-14,AM366ID,ADM1-15,&NDS15,' .
',Notes: as applioble. - Sled components shag bemated,palnted, or otherwise protected agant onmsion per FBC Sec 2203..422716.•Alum mmprieids In without with iced or embedded in anode shill be painted urprotected as prescribed in ADM,1-15(1a), or plasffc/neopret, sperms provided. ! All exposed fasteners shall be55. or have a pmteNvx mount for omission protection, -All wilding-shallcwtrly with AWS-requirements-Steel welds00n eleStredes• Aluminum welds: 4043 filler alloy -Alum extnnion 6063-T6 or stronger, U!l.0.
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ASCE 7-10 WIND LOADS: • Sign Height— 20 ft max Solid freestanding sign at grade:
• V=150 mph • Exposure'C' • Kzt=1.0, Kd=0.85, G=0.85 • Cf=1.55 (w/h ratio a 1/2)
• Risk Category 1 Structure • ASD Load Coeff = 0.6 t 34.9 psf
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Cut Existing 6" x 6" x 5/16" Steel
posts (A500/B), 51eeve w/ 24" lap
into New Posts Below
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8" sq x 1/4" Wall Steel Posts (A500/B)„
Concrete Footer Options (2500 psi):
• 48" dia x 9'-5" deep [Augered]
• 7-9" Sq x 5'-0" deep [spread, with
(6) #5 bars each way, top & bottom]
1200 N Federal Hwy, #200 Christian t
Boca Raton, FL 33432 Florida PE
1-888-371-3113 Cent ofAuth
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