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SCALE: 1/4"=V-0"
NOTES
1. FOR GENERAL NOTES, REFER TO SHEET S -Lm.
2. FOR TYPICAL DETAILS, REFER TO SHEET S -I.I.
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL
COINCIDE WITH THE CENTER LINE OF BEAMS
AND /OR FOUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN IN
THIS LEVEL UNLESS OTHERWISE NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
6. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
-1. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL
DRAWINGS.
8. TOP OF FOUNDATIONS SHALL BE -2'0" BELOW FINISHED GRADE.
9. GROUND FLOOR SLAB CONSISTS OF A 4" CONCRETE SLAB ON GRADE OVER WELL
COMPACTED FILL AND 6 MILL VAPOR BARRIER AND REINFORCED W 16X6- WIAxW1.4W1jjF,
LAPPED 6" MIN. WWF SHOULD BE PLACED AT THE TOP 1/3 OF THE SLAB IN ORDER TO BE
EFFECTIVE. ADDITIONALLY MESH SHALL BE SUPPORTED USING CHAIR BOLSTERS.
N
T*4"fl=ICAS
SCALE: 3/4 " =1' -m"
2' -6"
City Of South !titian-,=
Building Dept
6130 Sunset Drive
South Miami, FL 33143
CITY CAF
QU1
-:' IPdV
DCp7-
SECTION
CONCRETE SLAB,
SEE PLAN FOR
REINFORCING
EL. SEE PLAN
2 05 CONTINUOUS
THICKENED EDGE DETAIL
B R A V 0
L L C
architecture
p l a n n i n g
interior design
AA 26000771
IB 26000638
250 catalonia, suite 403
coral gables, florida 33134
telephone : 305 .567. 1977
facsimile 305.567. 1125
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AS NOTED
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11-05-12
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