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FOUNDATION GROUND FLOOR PLAN
LEGEND
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STARTER COLUMN (SEE DETAIL)
EWF
EXISTING 16 "X12" CONTINUOS
c
CONCRETE FOOTING
W/ 2 # 5 CONT. BARS.
E.T.B.
EXISTING TIE BEAM.
U LF
145 COw.
I /8' WIDE X 1 1/4' DEEP
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ADDITION CONC. COLUMN
®
EXIST. CONC. COLUMN
SAW CUT CONTROL JOINT i
p
x- - x— x— x -x
-x -x
TO BE CUT WITHIN 24 HOURS
AFTER SLAB IS POURED
m
Q
W.WF.
v
B
COMPACTED FILL
rl $,
x- x —x —x —x
— — x —x —x —x
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=1 I I, II I I� I I� I I� I I� I I-
v1saUE1a�
SLAB EDGE
DETAIL (TE)
3/4' = 1' -0'
TYP. CONTROL
JOINT DETAIL
(C.J.)
3/4' = 1' -0'
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LEGEND
Sc
STARTER COLUMN (SEE DETAIL)
EWF
EXISTING 16 "X12" CONTINUOS
CONCRETE FOOTING
W/ 2 # 5 CONT. BARS.
E.T.B.
EXISTING TIE BEAM.
EXISTING 8" CMU WALL
ADDITION 8" CMU WALL
ADDITION CONC. COLUMN
®
EXIST. CONC. COLUMN
FOR DEMOLITION NOTES SEE ARCH. PLANS
8 I 9
12
EXISTING 1
13 ( 14
m
L
K
J
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NEW STARTER COLUMN. PROVIDE
CONTINUITY FROM FOOTING TO TI
BEAM. MIN. SPLICE 48'. SEE PL
FOR REINFORCEMENT. –
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0
4 G
04 HOOKED BARS B 12' r
VERT IN CONC FILLED CELL.
° F SE?UTN MIAMI
a I °UII.DING D '-
EXISTING CMU WALL
EXISTING FOOTINGS
out NG SECTION
TO REMAIN
Eta 4Y°
NOTE= USE THIS DETAIL AT ALL STARTER COLUNMS SEE PLAN
STARTER COLUMN D ETAI L
3/4' - P -0'
CONC. MASONRY WALL
REM LEVEL SHALL
BE i 5 9 48', UAN.
NOTES:
L- DIMENSIONS SHOWN SHALL BE FIELD - VERIFIED. ANY DISCREPANCIES
SHALL BE NOTED AND THE ENGINEER OF RECORD NOTIFIED BEFORE
CONTINUING; WITH THE WORK
NOTES:
I. TERMITE TREATMENT OF SOILS UNDER SLAB ON GRADE
SHALL BE PEWO;4" TED BEFORE POURING SLAB. TERMITE
PROTECTION SHALL BE PROVIDED BY REGISTERED
TERMICIDES OR OTHER APPROVED METHODS OF TERMITE
PROTECTION LABELED AS A PREVENTIVE TREATMENT TO
NEW CONSTRUCTION.
SOIL STATEMENT
FOUNDATION SYSTEM CONSISTS OF SHALLOW SPREAD
FOOTINGS BEARING ON UNDISTURBED LIMEROCK
ALLOWABLE SOIL BEARING PRESSURE USED IN THE
DESIGN OF FOOTINGS IS 2000 PSF.
AT THE TIME OF CONSTRUCTION THE PROFESSIONAL.
SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER
ATTESTING THAT THE SITE HAS BEEN OBSERVED AND
AND THE FOUNDATION CONDITIONS ARE: SIMILAR TO
THOSE UPON WHICH THE DESIGN IS BASED, PER F.BL.
11 I 12
/ • 41"
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LIC. #6 t ,bV70 84TH LANE,
APT. U5 KA' I; Ff' 174
PH: UE - 29 0 a
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