09-178-004FO1, NE) AT f ON FLAN
SCALE: 1/4"=P-011
NOTES
I. FOR GENERAL NOTES, REFER TO SHEET 5-1. -
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1.
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH
THE CENTERLINE OF BEAMS AND /OR F OUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER
LINE OF WALL OR COLUMN THIS LEVEL UNLESS OTHERWISE
NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
ro. 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' m" BELOW FINISHED GRADE.
9. GROUND FLOOR SLAB CONSISTS OF A 8" CONCRETE SLAB
REINFORCED AS SHOWN ON PLANS W/#4e12" TEMPERATURE STEEL
PERPENDICULAR TO MAIN REINFORCEMENT OVER ro MILL VAPOR
BARRIER.
Ai REVISED 5HEE7
CITY SOUT H MIA
MI
gUI LDIN G DEPT.
$TRUCTURA SSCTION
APPROVED BY: _ ��
� ij � �q►-5 Y .
- .3-1-
P M M
CONSULTING
ENGINEERS
STRUCTURA F�NGINEERING
7168 tS 4`� . '. J F�� -�4,
MIANh, F�3�"L55';; ;,,'I.-
Pi;:,(305�t§fi b8p •,SEA 135
U5� 7 0 i
�tSo :..
0 F C1
�P.A'UL A.. ,A+1 RT1
FL'gRIDA•REPa„ a 426�Q:
PMMCE '." b6002','`•
Comm. No.
Scale:
N.T.S.
Date:
01 -22 -08
WZ
a
Checked:
�
CADD File:
�
W
1
W
A
A
C)
�
Ri
z
U
cu
C�3
x
'o N
a W
�
Z
�
O
�
A
A
-4 M
Nco
I
•
I
��
jjj
oa
M M
•
w
O
•
x
a
•
0
o
0
(D
c�
� M
ed
.d
•
'd 0
'J"'4
u
C 14
U
CM
E
OD
A
Comm. No.
Scale:
N.T.S.
Date:
01 -22 -08
Drawn:
R. ALVAREZ
Checked:
E. LLANO
CADD File:
Revisions:
1
01/29 /OcJ
Sheet No.
5=2