10-1035-018NOTE: FOLD THE STARI
OF THE
FOLLOWING CONSTRUCT ON
1.- NO PILES OR PILE CAPS
ALONG
LL
�EINSTALLED
UNTIL RELEASED
HOLD.
2.- NO PILLS CAPS AL
G GRID LINE
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ED UNTIL
RELEASED FROM H
D.
ALL REMAINING PILES A
PILE CAPS,
EXCEPT AS NOTED. A__
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PROJECT NAME:
SMH- CLINICAL EXPANSION
FOUNDATION PACKAGE
PHASE II
J
UK: Q �' U I Sr�20F a ► PROJECT ADDRESS:
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7400 S.W. 62nd Ave. t/
53.10E UP I 3 I l�Ll I WP I lit t I 24 3PG I I I 2PCI— _��1 South Miami Florida 33143
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PLAN NOTES:
I.- TOP OF SLAB ELEVATION 0' -0" = 0' -0" (ARCHITECTURE)
TYPICAL UNLESS OTHERWISE NOTED AS THUS EL
EL. 0' -0" (DATUM) ' = EL. 0' -0" (ARCHITECTURE)
REFER TO ARCHITECTURAL DRAWINGS FOR RECESSES
OF FLOOR FINISHES.
2.- TOP OF PILECAP ELEVATION AS FOLLOWS:
EL. -2' -0" (REF: EL. 0' -011)
TYPICAL UNLESS OTHERWISE NOTED AS THUS
3.- SLAB NOTE: Q --
3A.- 5UILDING
FLOD SHA A "
GB -1
I I W -1
35.- LOADING DECK AREA:
A2 FLOOR SHALL BE A 6" CONCRETE SLAB -ON -GRADE ON
6MIL VAPOR BARRIER OVER COMPACTED FILL
REINFORCED WITH TWO LAYERS 6x6- W2.9xW2.9 WELDED
WIRE FABRIC.
Q 3C.- SIDEWALK SLAB NOTE:
4" CONCRETE SLAB ON COMPACTED FILL REINFORCED WITH
6x6- W1.4xW1.4 W.W.F., TYPICAL UNLESS NOTED ON PLAN REFER
TO ARCHITECTURAL DRAWINGS FOR LOCATION.
PROVIDE TOOLED OR 5AWCUT CONTRACTION JOINTS (WITHIN 8
HOURS OF PLACEMENT) JOINT PATTERN TO BE 600 S.F.
APPROXIMATELY SQUARE WITH MAX. SPACING BETWEEN
JOINTS NOT EXCEEDING 10' -011. Al
00 •O p
I I
7"/
I S330F I
C.J. DENOTES CONTROL JOINT, SEE DETAIL A15650F
4.- CENTERLINES OF ALL COLUMN PIERS SHALL COINCIDE WITH
THE FOUNDATION CENTERLINES UNLESS SHOWN OTHERWISE.
Q 5.- FOR GENERAL STRUCTURAL NOTES SEE DRAWING 56.10F
6.- FOR PILECAP DETAILS SEE DRAWING 5620F
- FOR COLUMN SCHEDULES SEE DRAWING 5630F
8.- FOR CONCRETE WALL SCHEDULE SEE DRAWING 56.40E
9.- DENOTES 8" MASONRY BLOCK WALL (NON- BEARING)
0 AND REINFORCED TYPE 5W -548, TYPICAL UNLESS
NOTED PROVIDE 1 -05 AT EACH DOOR JAMB IN FILLED
R LL BE 4 CONCRETE SLAB -ON- GRADE ON r= a , TYPICAL.
6MIL VAPOR BARRIER OVER COMPACTED FILL. COORDINATE ALL SLAB OPENINGS, SLOPES AND
REINFORCED WITH ONE LAYER 6x6- W1.4xW1.4 WELDED DEPRESSIONS WITH ARCHITECTURAL AND OTHER TRADE
WIRE FABRIC PLACED 1" FROM THE TOP. DRAWINGS.
1
I I 1 11
Ui
7' -2'
.�
25 i _ 1
O 1 1
T.E.
10.- HOUSEKEEPING PAD (IF APPLICABLE)
6" CONCRETE SLAB - REINFORCED WITH 6x6 -W2.9 x W2.9
WELDED WIRE FABRIC POUR ABOVE FLOOR SLAB (2nd POUR). S1
COORDINATE SIZE AND LOCATION WITH ARCHITECTURAL AND
2 MECHANICAL DRAWINGS, TYPICAL UNLESS OTHERWISE NOTED.
11.- T.E. DENOTES 8" WIDE x 8" DEEP THICKENED CONCRETE
SLAB EDGE, REINFORCED WITH 2 -05 BOTTOM CONTINUOUS.
TYPICAL AT ALL DISCONTINUOUS SLAB EDGES UNLESS
OTHERWISE NOTED.
12.- G.C. TO FIELD VERIFY EXISTING FOUNDATION ELEVATIONS. Q
13.- DENOTES ONE PILE, SEE GENERAL STRUCTURAL
IF NOTES SHEET 56.10F, NOTE I
SCALE: 1/8" = 1' —O"
A
NOTE: THE GROUND FLOOR SLAB AND
WALLS ARE SHOWN FOR REFERENCE
ONLY AND ARE NOT PART OF
FOUNDATION PERMIT. THEY HAVE BEEN
PERMITTED IN A SEPARATE PACKAGE.
THEY ARE SHOWN ON THESE DRAWINGS
FOR INFORMATION ONLY.
COMM. NO. 40051.100
SCALE: AS SHOWN
DATE: 10-22 -2010
DRAWN: DDA
CHECKED: DDA
CADD FILE: HJNSTITUTIONAL
DRAWING TITLE:
PARTIAL FOUNDATION
AND GROUND
FLOOR PLAN
SHEET NO.
S1n12F