HomeMy WebLinkAboutRevisions; Vibratory Foundation instead of FooterOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT NUMBER: a / 6 /z)0&'36
RECEIPT NO.: ,S
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING & ZONING
COCIV 2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
F 156I-462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: Flnviy c lurrl j ik.c E15 9.2 rvti N% 5k-70
2. DETAILED DE CRIPTIONS O PROJECT
REVISIONS: VibYla�6rx) MuyidCi-Km
3.
4
CONTRACTOR INFOR IATION:
ST. OF FL REG.ICERT#
BUSINESS NANIE: ��P✓ i
Qualifiers Name: I
ADDRESS: u
CITY:
PHONE (DAYTIME): qn5 6qZ —
ARCHIT/ENGINEER:
NAviE:
ADDRESS:
CITY:
PHONE (DAYTIME): _
ST. LUCIE COUNTY CER'I'.# ) 8 pZZ
STATE:
FAX#
ZIP:
T.d SELT ast, I9S 01S 2uiuoz 2uiplTng d00=ZT TO 90 JeW
03/08-'01 THU 15:23 FAX
ELLER h1EI►IA CO y44 GRC ENGINEERING a 005
Eller Media Company - Job # 2170
Alternate "Vibratory" Foundation
10'-6" x 36', V-Design, Centermount sign structure @ 56'-0" overall height
Sign furnished according to quantum Structure & Design Drawing # 10636-648
THESE PLANS Al
ARE SUBJECT TI
REQUIRED BY FI
MAY BE NECESS
COMPLY WITH A'
I lb
.rtw
.fli Isar ��� �'�IIIIIL
ri=
•• c: DRAM Ur.
27 February 2001 1 J. Faris
KMSER;
01-029-VF
14
4Z'O x .s00 w.t
Column Pipe Q Grade
Gracie
/rv9.n.Ede.r
'paeT TO XQWS
per oe -ro x1-A1.4G
G'X3"x 114"< x 10'-0"
(2 Regd @ ISO-)
Towable Soil Bearing Pressure:
200 p. s.f. f I.f. depth
per Soil Teat Uoring Log
/0 /00310
MUNTY BUILDING DMSION
EO Y IANCE
Bl' .s�.r�rr�T.aG
PERMIT MUST BE KEPT ON JOB
'ECTION WILL BE MADE.
I LOCATiow
Florida Turnpike, 8.2 MN SR 70
Lucie County, Florida
UNIVERSAL ENGINEERING SCIENCES
Project # 6734"2141
0EMNAVON: I DATE OF RFADM
B3 j 12/11/00
0308,`01 THU 15:25 FAX ELLER MEDIA CO ,ir GRC ENGINEERING 005
Eller Media Company - Job # 2170
Alternate "Vibratory" Foundation
10'-6" x 36', V-Design, Centermount sign structure @ 56'-0" overall height
Sign furnished according to Quantum Structure & Design Drawing # 10636-64S
hl'
lja�ol�' as�rosatiaK
TE: DRAWN Ur.
27 February 2001 1 J. Farris
O"NO N UM;
01-0294F
4r'e x .500 w.t
Column Pipe Q Grade
Grade
4'x3"x1l4"< x 10'-0"
(2 Regd @ 180)
knowable Soil Bearing Pressure:
200 p-s.f. I I.f depth
per Soil Test Boring Log
I tOCJ+710N:
Florida Turnpike, 8.2 MN SR 70
Lucie County, Florida
UNIVERSAL ENGINEERING SCIENCES
Project it 6734942141
OEMNATcN; i OATE OF RR.4DM
83 1 12/11/00