10-1035-016Fa<:6t537631I4 Fas:8175632753
. _ IYMdte; - -gbainc.com
I -- — -- — -- I- -- — — I -- -- I- -SEE- N6TE3 - -- Ir
C.J.
I( Medical Equipment and CommunicalionsPlannin
TYPICAL ' ' Kenneth Donato, Inc.
IRRIGATION CONSULTANT:
I 2212 Hollywood Blvd.
s s Hollywood. FL 33020
954-923 -2555
. .
-
ai PE
LLF RM
-g& IT SET
r- - - f � X I- - 7
W _ 1 C�. I CJ. C.J. REVISIONS:
10-07 -2010 COORDINATION
i 1 -15 -2010 STRUCTRAL COO R DINATION 4 t 2 I
L_
L- —(— (-S -4 - EXISTING WATER
— — — — — L-- — — — —J — — EXIS ` 12 -15 -2010 MAIN CLEARANCE
_ / C 6 PG 6 PG d 01 -1 s -2011 wash COMMENTS
I I I I I 5PC I PILE
EL. +3L G.J. GJ. GJ.
r
Ai
7 EL.-3-4 I J. I J.
- - T.O.U�4L
NOTE: HOLD THE START OF THE
FOLLOWING CONSTRUCTION U I I I I I C
1.- NO PILES OR PILE CAPS ALONG I I -J• _ _ I C _ _ _ I G J. — I — — — I G J. — ► — — —
GRID LINE "5" SHALL BE INSTALLED
UNTIL RELEASED FROM HOLD. I I I I I I I I EXIS
t'KUJtU I AUUKt55:
G &PG 6PG 5PC 7400 S.W. 62nd Ave. r�
2.- NO PILLS CAPS ALONG GRID LINE
South Miami, Florida 33143 *'
o
°C "SHALL BE INSTALLED UNTIL
RELEASED FROM HOLD. GS -3 I I
ALL REMAINING PILES AND PILE CAPS, — — — —
5
EXCEPT AS NOTED ABOVE, ARE TO BE
INSTALLED UNDER TH15 FOUNDATION J
2PC G5 -1 iI L_ — - - - -� I- - - - --� L_—
PERMIT. — —
NO SLABS OR WALLS ARE INCLUDED IN 2 I I I I I I I
THE FOUNDATION PERMIT AND ARE 53.10E
SHOWN FOR REFERENCE PURPOSES
Y. Q
0
PLAN NOTES:
I.- TOP OF 5LA5 ELEVATION 0' -0" = 0' -0" (ARCHITECTURE)
TYPICAL UNLESS OTHERWISE NOTED AS THUS 1=L-
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
FLOOR SHALL BE A 4" CONCRETE SLA5 -ON -GRADE ON
6MIL VAPOR BARRIER OVER COMPACTED FILL.
REINFORCED WITH ONE LAYER 6x6 - WIAxWI.4 WELDED
Iµ WIRE FABRIC PLACED I" FROM THE TOP.
GT_j %_j
U U U U U U U U 5330E
711 1 1 1 1
35.- LOADING DECK AREA: C.J. DENOTES CONTROL JOINT, SEE DETAIL A/56.5017 10.- HOUSEKEEPING PAD (IF APPLIGA15LE)
Q FLOOR SHALL BE A 6" CONCRETE SLA5 -ON -GRADE ON 6" CONCRETE SLAB - REINFORCED WITH 6x6 -W2.9 x W2.S
&MIL VAPOR BARRIER OVER COMPACTED FILL 4: CENTERLINES OF ALL COLUMN PIERS SHALL COINCIDE WITH WELDED WIRE FABRIC POUR A50VE FLOOR SLA5 (2nd POUR).
REINFORCED WITH TWO LAYERS 6x6- W2.9xW2.9 WELDED THE FOUNDATION CENTERLINES UNLESS SHOWN OTHERWISE. Q COORDINATE 51ZE AND LOCATION WITH ARCHITECTURAL AND
WIRE FABRIC. A 5.- FOR GENERAL STRUCTURAL NOTES SEE DRAWING 56.10E MECHANICAL DRAWINGS, TYPICAL UNLESS OTHERWISE NOTED.
3G.- SIDEWALK SLA5 NOTE: 11.- T.E. DENOTES 8" WIDE x 8" DEEP THICKENED CONCRETE
� 6.- FOR PILEGAP DETAILS SEE DRAWING 5620E
4" CONCRETE SLAB ON COMPACTED FILL REINFORCED WITH -I. FOR COLUMN 5CHEDULE5 SEE DRAWING 5630F SLA5 EDGE, REINFORCED WITH 2 -05 50TTOM CONTINUOUS.
6x6- W1.4xW1.4 W.W.F., TYPICAL UNLESS NOTED ON PLAN REFER TYPICAL AT ALL DISCONTINUOUS SLA5 EDGES UNLESS
TO ARCHITECTURAL DRAWINGS FOR LOCATION. S.- FOR CONCRETE WALL SCHEDULE SEE DRAWING SbAOF OTHERWISE NOTED.
PROVIDE TOOLED OR 5AWCUT CONTRACTION JOINTS (WITHIN 8 g•- DENOTES 8" MASONRY BLOCK WALL (NON- BEARING) 12.- G.C. TO FIELD VERIFY EXISTING FOUNDATION ELEVATIONS.
HOURS OF PLACEMENT) JOINT PATTERN TO BE 600 S.F. 0 AND REINFORCED TYPE 5W -548, TYPICAL UNLESS 13__ 0 DENOTES ONE PILE, SEE GENERAL STRUCTURAL
APPROXIMATELY SQUARE WITH MAX. SPACING BETWEEN NOTED PROVIDE 1 -05 AT EACH DOOR JAMS IN FILLED IF NOTES SHEET 56.I0F, NOTE I
JOINTS NOT EXCEEDING 10' -0". 0 CELLS, TYPICAL.
COORDINATE ALL SLAB OPENINGS, SLOPES AND
DEPRESSIONS WITH ARCHITECTURAL AND OTHER TRADE
DRAWINGS.
I I , NEW
SCALE: 1/8" = 1'-0"
NOTE: THE GROUND FLOOR SLAB AND
WALLS ARE SHOWN FOR REFERENCE
ONLY AND ARE NOT FART OF
FOUNDATION PERMIT. THEY HAVE SEEN
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: MINSTITUTIONAL
DRAWING TITLE:
PARTIAL FOUNDATION
AND GROUND
FLOOR PLAN
SHEET NO.
S1.11 F
20
1
G1
op
N
Ai
7 1 21
�, . -.
2 r —I r �
G5 -1
G;5-4
a-
r �a
—I (—
3
�
— —
2
�
T1 I
2PC 2FC
, I_
N
A2
PC
I
0
C.J.
CD
M
I
SEE ELEVATION 3
mI
'I
ON SHEET 53.201=
C.J.
3' -0° 41' -0"
10' -0" 4' 6" -
C.J.
I( Medical Equipment and CommunicalionsPlannin
TYPICAL ' ' Kenneth Donato, Inc.
IRRIGATION CONSULTANT:
I 2212 Hollywood Blvd.
s s Hollywood. FL 33020
954-923 -2555
. .
-
ai PE
LLF RM
-g& IT SET
r- - - f � X I- - 7
W _ 1 C�. I CJ. C.J. REVISIONS:
10-07 -2010 COORDINATION
i 1 -15 -2010 STRUCTRAL COO R DINATION 4 t 2 I
L_
L- —(— (-S -4 - EXISTING WATER
— — — — — L-- — — — —J — — EXIS ` 12 -15 -2010 MAIN CLEARANCE
_ / C 6 PG 6 PG d 01 -1 s -2011 wash COMMENTS
I I I I I 5PC I PILE
EL. +3L G.J. GJ. GJ.
r
Ai
7 EL.-3-4 I J. I J.
- - T.O.U�4L
NOTE: HOLD THE START OF THE
FOLLOWING CONSTRUCTION U I I I I I C
1.- NO PILES OR PILE CAPS ALONG I I -J• _ _ I C _ _ _ I G J. — I — — — I G J. — ► — — —
GRID LINE "5" SHALL BE INSTALLED
UNTIL RELEASED FROM HOLD. I I I I I I I I EXIS
t'KUJtU I AUUKt55:
G &PG 6PG 5PC 7400 S.W. 62nd Ave. r�
2.- NO PILLS CAPS ALONG GRID LINE
South Miami, Florida 33143 *'
o
°C "SHALL BE INSTALLED UNTIL
RELEASED FROM HOLD. GS -3 I I
ALL REMAINING PILES AND PILE CAPS, — — — —
5
EXCEPT AS NOTED ABOVE, ARE TO BE
INSTALLED UNDER TH15 FOUNDATION J
2PC G5 -1 iI L_ — - - - -� I- - - - --� L_—
PERMIT. — —
NO SLABS OR WALLS ARE INCLUDED IN 2 I I I I I I I
THE FOUNDATION PERMIT AND ARE 53.10E
SHOWN FOR REFERENCE PURPOSES
Y. Q
0
PLAN NOTES:
I.- TOP OF 5LA5 ELEVATION 0' -0" = 0' -0" (ARCHITECTURE)
TYPICAL UNLESS OTHERWISE NOTED AS THUS 1=L-
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
FLOOR SHALL BE A 4" CONCRETE SLA5 -ON -GRADE ON
6MIL VAPOR BARRIER OVER COMPACTED FILL.
REINFORCED WITH ONE LAYER 6x6 - WIAxWI.4 WELDED
Iµ WIRE FABRIC PLACED I" FROM THE TOP.
GT_j %_j
U U U U U U U U 5330E
711 1 1 1 1
35.- LOADING DECK AREA: C.J. DENOTES CONTROL JOINT, SEE DETAIL A/56.5017 10.- HOUSEKEEPING PAD (IF APPLIGA15LE)
Q FLOOR SHALL BE A 6" CONCRETE SLA5 -ON -GRADE ON 6" CONCRETE SLAB - REINFORCED WITH 6x6 -W2.9 x W2.S
&MIL VAPOR BARRIER OVER COMPACTED FILL 4: CENTERLINES OF ALL COLUMN PIERS SHALL COINCIDE WITH WELDED WIRE FABRIC POUR A50VE FLOOR SLA5 (2nd POUR).
REINFORCED WITH TWO LAYERS 6x6- W2.9xW2.9 WELDED THE FOUNDATION CENTERLINES UNLESS SHOWN OTHERWISE. Q COORDINATE 51ZE AND LOCATION WITH ARCHITECTURAL AND
WIRE FABRIC. A 5.- FOR GENERAL STRUCTURAL NOTES SEE DRAWING 56.10E MECHANICAL DRAWINGS, TYPICAL UNLESS OTHERWISE NOTED.
3G.- SIDEWALK SLA5 NOTE: 11.- T.E. DENOTES 8" WIDE x 8" DEEP THICKENED CONCRETE
� 6.- FOR PILEGAP DETAILS SEE DRAWING 5620E
4" CONCRETE SLAB ON COMPACTED FILL REINFORCED WITH -I. FOR COLUMN 5CHEDULE5 SEE DRAWING 5630F SLA5 EDGE, REINFORCED WITH 2 -05 50TTOM CONTINUOUS.
6x6- W1.4xW1.4 W.W.F., TYPICAL UNLESS NOTED ON PLAN REFER TYPICAL AT ALL DISCONTINUOUS SLA5 EDGES UNLESS
TO ARCHITECTURAL DRAWINGS FOR LOCATION. S.- FOR CONCRETE WALL SCHEDULE SEE DRAWING SbAOF OTHERWISE NOTED.
PROVIDE TOOLED OR 5AWCUT CONTRACTION JOINTS (WITHIN 8 g•- DENOTES 8" MASONRY BLOCK WALL (NON- BEARING) 12.- G.C. TO FIELD VERIFY EXISTING FOUNDATION ELEVATIONS.
HOURS OF PLACEMENT) JOINT PATTERN TO BE 600 S.F. 0 AND REINFORCED TYPE 5W -548, TYPICAL UNLESS 13__ 0 DENOTES ONE PILE, SEE GENERAL STRUCTURAL
APPROXIMATELY SQUARE WITH MAX. SPACING BETWEEN NOTED PROVIDE 1 -05 AT EACH DOOR JAMS IN FILLED IF NOTES SHEET 56.I0F, NOTE I
JOINTS NOT EXCEEDING 10' -0". 0 CELLS, TYPICAL.
COORDINATE ALL SLAB OPENINGS, SLOPES AND
DEPRESSIONS WITH ARCHITECTURAL AND OTHER TRADE
DRAWINGS.
I I , NEW
SCALE: 1/8" = 1'-0"
NOTE: THE GROUND FLOOR SLAB AND
WALLS ARE SHOWN FOR REFERENCE
ONLY AND ARE NOT FART OF
FOUNDATION PERMIT. THEY HAVE SEEN
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: MINSTITUTIONAL
DRAWING TITLE:
PARTIAL FOUNDATION
AND GROUND
FLOOR PLAN
SHEET NO.
S1.11 F