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KENNETH G. CARBON, P.E.
September 25, 1978
St. Lucie County Building
& Zoning Department
Virginia Avenue
Ft. Pierce, Florida
[ARSON & O'NEILL, INC.
ARCHITECTS • ENGINEERS
GENERAL CONTRACTORS
30 S.E. OCEAN BOULEVARD
STUART. FLORIDA 33494
(305) 287-3733 • (305) 287-4436
Attention: Al Thomas, Director
RE: Furniture Center Building
at Greenbrier Plaza
Contractor: Calvin Dawson
Ft. Pierce, Florida
Dear Mr. Thomas,
JOSEPH J. O'NEILL, P.E.
SCANNED
BY
St. Lucie County
We have revised the design and drawings for the second floor columns
on the above building as follows:
1. The front of the building on the second floor
will be constructed with column block instead of
poured columns. We could do this with the smaller
spacing between columns.
2. The end and rear walls of the building on the second
floor will be constructed with column block above the
poured first floor columns. Between the column
block on the second floor, cells of the block will be
filled in locations shown and reinforced with #5
bars in 2 cells.
Dowels shall be drilled and grouted into the con-
crete as detailed.
3. All pumped concrete for the second floor shall be of a
strength to produce 4000 lbs. per sq. in. in 28 days.
aLf CI S 3
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St. Lucie County Building
& Zoning Department
Page II September 25, 1978
The above substitutions will meet the loading conditions required by the
Southern Standard Building Code.
Ver�uie�•
Kenneth G. Larson, P.E.
KGL/js
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DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
DIVISION OF HEALTH SCANNED
BY
St. Lucie County
INDIVIDUAL SEWAGE -'DISPOSAL FACILITIES
.,DATA SHEET grZEE*/Be/E¢ !'iezA '¢sit/ASS
Location: '�D00_S�USfj�q#WAY #I APPlicont:yo Pe. E.e. M�LAaprc/"/
COerP.Ea4r-.CA..�iF14;10ZA&JICcunty: Sr. ,Luc/E
NOTE.This septic Lark system is not located within 50fest of the hilh.water line of a lake, stream, carol or
other waters,.nor within 75feet of any private well; nor within 1001set of any public water supply;
nor within IO .feet of wafer supply pipes; nor within 100 feetof any public sewer system.
!'T.V�,-_'1ZS FT ,¢ND Ts'fE G!/ES_T �O.O_FtI.FT- OF
,, Go,9-5T_.,L /-NZ _ . C,4AM to ,¢ND- .T24NS WA7 ,4 774A/
_XD_u_7H�-_ RA!vyE - _4-10: _ EAST . ,.,LESS __ Z S F_O/!T _ -. 20.to 2t:;WT- 4F-/4/4Y _
_.9-S_---- -
SOIL DATA
PLAN
0
TopSa�L
o
� I
edArCk TAOtE
,n
LEGEND 2—/I LP
3
4ie4Y 5.41/0
SOI LBORING
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4
M�
Drainage Pattern
LOG
Ste/
Proposed Septic Tank and
Soil ,; Identification: CLASS GROUP
05
---
Drainfield -
Soil iCharacteristics SAND
m B
®Proposed Water Supply Well
QExisting Wafer Supply Well
- /
Percolation Rate min/inch
m 7,.
li
B
Z Soil. Boring and Percolation
rI
2�
of ion• es
Waterr`, Table Depth
CERTIFIED BY:
Water, Table Depth '' pp ti
During Wet Season /9
FLORIDA PROFESSIONAL
No. (�
Compacted Fill Of Req'd
2, `p
71—e4—IS
Date
Job No.
Compacted Fill Checked By:
�'
Date
Sheet Of