00-0185-002 0 C
'
PLAN NOTES
20 -6 20 -6 20 -6 20 -6 20 -6 201-6 11 I -10
1. DATUM ELEVATION 0'-0" = 0'-0"
2 18 -4
, 18'-4° 2 �, g,_O„ 9,_6„ g._2.. l0'-4° r-I0' (ARCHITECHURE)
i
22PC -4' G 2. TOP OF SLAB ELEVATION 0'-0" = 0'-0" (ARCHITECTURE)
_ I _ SPC `� I 26PC DET.
0 0 0 0 0 0 0 0 0 0 0 0 0
- - s-9 ! YR r r -1, r 1 r- - - 3. TOP OF PILECAP ELEVATION = -2 -0 TYPICAL UNLESS
SW X22 , I I r -I r I SW 013
12 1 - "T— �.... . I I — — — — I _ = 12 OTHERWISE NOTED AS THUS ; R C� H T E C T
R - -
r I r CB-1 I r��_1 - = - - 1-- GB_1 - - - n - - - I I 4. SLAB NOTE: , ESQ,
0C0.'cM lA o
5 CONCRETE SLAB ON IG MIL VAPOR BARRIER OVER , .. ' ' '�,' '
1 , L J L _ J I I G 1 L _ J 2PC L I I � I � � ;�
_ I ,n 2 C 2PC O� — — — J A(h....ra Cr�a Ssil 100 • Ccr�i C- o�s,Flar�.a 33134
- 2PC 14 iP PILES u r -I I WELL COMPACTED FILL. TYPICAL UNLESS OTHERWISE NOTED. rl.( o� •��3• �� �e>- (. �, «aa F000t2�
a
2 I 11 14"0 PILES 14"10 PILES 14"� i�ILES I I b 1 �0 m ! „ „
N _ 5. T.E. DENOTES 12 x12 THICKENED CONCRETE SLAB EDGE, ,
1 1 N I I 1
I I I 0 1 1 (P REINFORCED WITH 2-S BOTTOM CONTINUOUS. CONaLTANTS•
A —1 I — I I D�� +AL�3A,PA
I U t T -I J I 6, FOR GENERAL STRUCTURAL NOTES, SEE SHEET 5-6 : CON a -moo
U I 4a ar�r.747H CC41a'r
!d'.Ab�,F10r"3)A 338
I .I c 8 -O7llU c 883-52;
Z i SW *18 1 SLOPE: 4° „ I 9
T FOR PILE CAP DETAILS, SEE SHEET S-6 R.O;�A��c�rRAnaT►�: a
't Q L — _ _ _ _ - - SLOPE: 4 L s � Lo _ _ —J
Q- C.J. - , ' _ _� 8. FOR COLUMN SCHEDULE, SEE S-6 =- �
_ _ -cscr~A,ew ,PM
1-16 6W WWT HILESORD,VjM 300
a S M.D MAC�•1,A.,�A W"
e 2 Q (PROVIDE HOLES C.J �I I CPC I 9. FOR BEAM SCHEDULE, SEE S-6 � � ��
GB-I1 - R ,''DA -431RAT10tJ M
S_g U IN SHEAR WALL ' I0. DENOTES PRECAST WALLS UNLESS OTHERWISE NOTED.
FOR PROPER DRAINAGE IPC — N 11 _
W/ COVERGH DRAIN L.P. OF SL B 14" PI 1 11. COORDINATE ALL 5LA O -TM�•�
EL. -I 1 ARCHITECT 6=s4.�Y•a7 Avg- &ATE in
- 1 (TYPICAL) '_ �� � B OPENINGS AND DEPRESSIONS WITH
_ L r - - - - -1 '-m - - EL. -0'-roll - ! i I R ECT AND MECHANICAL DRAWINGS uW DA *-�A �
1 I ( (LOCATION +0'-4�� I t = I OM 279-79CO (PA*305 XV-8323
1 OF TRENCH �I
1 o DRAIN w/ I 12. ALL PILES TO BE 16"0 AUGER-CAST PILES UNLESS OTHERWISE NOTED
5LU 01
, 1 >. ... , ... ....-.. ., ... . . :.... t 6"x20" TOP)
_ +�I-4 LAL.A�A A AASSSOOL47M
I I I I • •J EL. -m'-7" I 13. 5W-1 DENOTES S" MASONRY BLOCK WALL REINFORCED LAN 111Y.E Avaar= 3
_ 5PC -
- _ 1 - _ _ _ — • 2 C = 0 WITH 1-S 6 32"c/c IN GROUTED BLOCK CELL. VIAMDA�,ROMA WM
(305 279-1x831 Q=A*305 274-1339
116PC -� 14"� PILE � i=La�.DA -�1AA
_ U , � - � �► 14, HOUSE KEEPING PAD
p I I ;, EL. -I'-1" 6" CONC. SLAB (SECONDARY POUR) REINFORCED WITH
-0 I 03 012" c/c 2" FROM THE TOP EACH WAY AT CENTERLINE.
4 - I I = -
e 9 I �� �� I Ai PROVIDE 1 04 VERTICAL DOWELS AT ALL CORNERS, PROVIDE
Im all I 14'-m,x VIBRATION ISOLATION SPRINGS AS REQUIRED BY MECHANICAL
M 1 lg 4" J LPG , - ENGINEERS, AND COORDINATE EXACT SIZE AND LOCATION OF
U 1 C 1� C� R-4l • • - E • -0 - I PAD WITH MECHANICAL DRAWINGS.
-1 N SLAB THIS AREA I
H.P. OF SLAB I N 9
1
(TYPICAL) 1 • PROJECT NAIVE:
I
EL. 0'- 4 17- • u EL. -1'-1"
EL. 1-011
SLOPE EL. 0'-0
- � I r I t I �- �- I -5 -0 I �- � -
I
x x TOP OF SLAB
� r
N
I 4 1 I� 2 P _
30'-31, 1 �" 1N E . VARIES 14"0 PILES 1I -
I II I `-� `� TpP OF 5L A5 = 1 1 �cp r I III— I = =1 11-1 I o o f 7,
I I 1 SEE NOTE c(1 I t
I I s-i I SEE NO South Miami
A cq m 1 =I�it - I `� `� TYPICAL I - J L _ d e _III_ ° _III-
CONCRETE WALL-; I � � m 0 I
Hospital
I IPC II_I -- - - - - - - - :tJ L_ - - — - - - - - --� cn C.J. �1 16 PC i a
iv An Affiliate of Baptist Health Systems of South Floc
4.. PIL - - - - - 8.2 - - - --
„ I I i 7
14 0 PILE - I I �-L 0 _ ° DETAIL D
A 2PC 1 �, u \ r ( a TYPICAL S-1 SOUTH MIAMI
N
ARIES 14 PILES VARIES t I 0 Q 1 0 i
1 N . , HOSPITAL
LLI
U
I N I 16PC (L I I I =� a- ca ) -
II PARKING STRUCTURE
�- L P. OF LAB `� _ ° ° TOP OF PILE CAP
N
cf) -
2
P e 0
N O
0
I o 0
� - o
S-8 EL. -4 -0 1 I t N (LOCATION OF 1 r IL' 4 = m
TOP OF SLAB
- °
DRAINS all 1 LL! tL � I _ J ° a ° ° ° ° 12-#B TOP d BOTTOM
0 a m I I SL PE: 4° I I I ``' ❑ #4�10'�/ ° ° EXTEND TO THE COLUMN 1
= _ _ _ __ _ _ _ _ _ — L � 1 a I �, I ° ° ° ORSHEARWALL SOUTH MIAMI
m HOSPITAL INC.
E I 14� I 16PC 0 I _ 0 ° 0 �1'1 e o' o o ° 0 0 0 0 0 6200 S.W. 73 STREET
N
114"/FT — 1 5 I r - - - - -� SOUTH hliMil, FL. 33143
_ O I I 4" EMBEDMENT (305) 663 - 5064
SLOP --►L j
r 2'-3" 4'_0 2,_3„
I II �� L� H.P. OF LAB W I . I Q 4 8
4 — 2'-0 , 2'r0" / (TYPIG L� _� a- Z �p
�, � 16 m PILE
� N I -, -, I I EL. -0 - 2 1/2 � � I
I -( 16PC ? I ` I 0_ j 0
i 1 I U rJ , L -I _
Q I I I 2 PG
14"0 PILE T I t �-
S E C T 1 0
1 iD I � � r J I
p I I E
Q I Ir— I I t5'-®" ( �1 I LLj tL �, s-1 SCALE. i4 - 1 -0
1 S 8 `. �
0. 0 I _ I I - - - _
J . - NEW CONC. ,
U I -, , I I I j 5PC 0
I Q 1 I GJ. FOOTING
I 1 I 3 I i JOB t��J'tuR: W0sa
-4'-�' +— 1 DATE 09-124-0
O __ _ CAD F LE NO:
L TPYPI LAB N -' -� DRILL 3/4" 0 HOLE, 8" DEEP AGENCY NO
- I ``' EL. -0' ro" r GPC PLACE 45 REBAR AND ,
5PC I �I (LOGA ION QF - - - - - - - = I REVE0O S/fill& Aw:
( TRENG 0 I ��
FILL WITH EPDXY x-24-
- I I 1 DRAIN) I I 2'-rO" cao
RD�fATION + CLA�tCATIOfV
O
CIA
TA I R 2
NO. 2 i
Fa.ECAP by
02-01-2000
.� � I c(1 -; I I I . - I 0 0 cEN3iAL REVEON
I �'
1 I� SLOPE U � :'
0 +01-4" I -
® C.J. G.J. _� (-3"� EL. _ -� A Q
01 DET
01 ° ' _ _ = _ _ _ `� S-1 '4 EXISTING
1 0
1 I 0, 3 -3 3 -3 I r- m S-1 SCALE: 3/4" = V-0"
_.. i I . . . ,. . F FOOTING
_ L
13PC B-� J EXIST( Cx FOOTING NEW BEAM
3
L. 4 SLOPE: 4' u . N
r. - -� � �- - - - � - - - - - 4 �, O 0 11 I SEE PLAN - -
1 N O N
1 OL lm DEEP
. _ . . .. .. . _. , .. . . . .. . .....: .. .-> ; I i DRILL l��$' � H E, ��
e I I T.E. I T. 0 \ )J 1 J
PLACE 4�'1RE:BAR AND
CNI
�- - - - J 5PC Q 3 I -- I I 8EAL.
CONC. WALL
L _ _ - _ _ - - - - - - _ (STING FOOTING FILL WITH EPDXY
22'-0" S-
s-1 EX15TIN PRECAS A
PC -6 -3 E CONC. WALL
CHAPEL
3'-0" ti • rn �
24'-0" 30'-6 19'-0"
u
EXISTING , •.,,, r oc� .' �:
COLUMN
1 S-1 SCALE: 3/4" = 1'-0" • •'i�!�, ' s•
-
A C El RAA".Cry R - PE 1=
❑PSG%L == PE 22784
DR4MM"i TITLE:
FOU ATION AND GROUND FLOOR PLAN
FOUNDATION AND
SCALE:3/32"=1'-0" GROUND FLOOR
PLAN
�� DR4'd'JuL'ti PLO: