10-327R-015NEW CONCRETE
PILE CAP
BEYOND
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ISTING-
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81.2 5G,4LE: 1,2"= 1' -011 `--y
:. SHEET: S307 (R.F.I. 1120)
CONC. COLUMN
BEYOND, SEE PLAN
CONC. COLUMN
BEYOND, SEE PLAN
CONCRETE BLOCK -
WALL.
CONCRETE SLA
SEE PLAN. 1
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PILE CAP PILE CAP —"
BEYOND I —II BEYOND
81.2 J SCALE: 3/8 " =1' -0"
SAW CUT JOINT IL
FILLED W/ SEALANT 11 -
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MESH OR REBARS —I
FOR DIAMOND SAWCUTS AT FREE
STANDING COLUMNS AND FOR
FLOOR SAWCUTS.
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S12 N.T.S.
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12 "x12" (MIN.) CONC.
CAP W/ (2) 05 CONT,
PROVIDE COMER
BARS (30" LAPS)
12" BLOCK WALL
SEE PLAN AND
SCHEDULES
DUR -O -WALL
AT 16" O.C, TYP.
12 CONCRETE WALL
01/"5612" EF. (VERT.)
AND 45612" EF. (HORIZ.)
PROVIDE 12"AV LINTEL
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ARCHITECT:
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BERMELL® AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Ty Interior--Deslgn Landscape Architecture
2601, -puth Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
PLANNING ARCHITECT:
WILMOT SANZ
A R C H I T E C T U R E
P L A N N I N G
18310 Montgomery Village Avenue
Gaithersburg, Mor and 20879
301- 590 -2900 (Fax) 301- 590 -8150
STRUCTURAL ENGINEER: pp�qq
s ®' Rb%0CJLTNw%1NEMINEEA
ORAMON Ft DONNELL pw ,gVif�
OPEDRQ L DUQUESNE P.E. 0022764
OW/STRUCTLPq
GAIDA AL ALBAISA P.E. t
.: M 4081 OT. MAM,
opus CP AIMA . AU7t10RISATIQN Ma ztlo0�6
MEP ENGINEER:
2121 Ponce de Leon Blvd., Suite 350
;' ?Ei # #'if Coral Gables, FL 33134
X.
�.,� essa" lt•g Er�9..... phone: 305.569.1692
fox 305.569 ' 1693
Dallas . Houston . Nashville . Miami Richmond
Austin . Denver . Phoenix . Washin. gton D.C.
acrd project number. 405112.038
EB00007658
IT CONSULTANT:
GENE BURTON & ASSOCIATES
1893 Geneml George Palion Driae 5840 West 1 -20, Suite 150
FndIin,Tenncasce37067 Adington,Te.a 76017
Ph— :615376.3100 P/nrteAM5632486
Far: 615.3763114 Far: 817.9,32753
Wehire. wffiaire.can
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22764
PERMIT SET
REVISIONS:
03-16-1 ADDENDUM 1
4 0_4- 14-1_0 MOT /00C
05_.E05- _0 FIRE DEPT. COMM.
s 05 -22 -1a CLIENT REQUEST
PROJECT NAME:
SOUTH MIAMI HOSPITAL SITE
PREPARATION PACKAGE
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
" CONC. SLAB
SEE PLAN Ah EL. 40 1-011
T.O. SLAB
11;,111- 111.111,,,111
MONOLITHIC CONC. WALL
FOOTING ON COMPACTED FILL
36 "® SEE PLAN FOR SIZE AND REI
SECTION
S12 SCALE: tie " =1' -0"
1.- TOP OF SLAB ELEVATION = V-0" 1
1.- HOUSEKEEPING PAD:
2.- TOP OF MONOLITHIC FOOTING ELEVATION = 0' -0" 6
6 "" CONCRETE SLAB - REINFORCED WITH
6x6 -W21B x W2.9 WELDED WIRE FABRIC POUR
3.- SLAB NOTE: A
ABOVE FLOOR SLAB (2nd POUR).
A) 6" CONCRETE SLAB ON COMPACTED FILL. C
COORDINATE SIZE AND LOCATION WITH
SLAB TO BE REINFORCED W/ *3612" c /c, EACH A
ARCHITECTURAL AND MECHANICAL DRAWINGS,
1 " T T
TYPICAL UNLESS OTHERWISE NOTED.
4 B) 6" CONCRETE SLAB ON WELL COMPACTED 8
8.- G.C. TO FIELD VERIFY EXISTING FOUNDATIONS
FILL. SLAB TO BE REINFORCED W/ 6x6 - E
ELEVATIONS.
I, If B
B. COORDINATE SLAB SLOPES AND DEPRESSIONS
A FILL. SLAB TO BE REINFORCED W/ 6x6- W
WITH ARCHITECTURAL AND OTHER TRADE
DRAWINGS.
W1.4xW1.4 W.W.F., PLACED 11/2" FROM I THE TOP.
SEE CONTROL JOINT TYR DETAIL FOR GROUND
FLOOR SLAB.
4.- DENOTES 12" MASONRY BLOCK t
WALL REINFORCED W/ (2) -05 BARS F
t
SCALE:
DATE: 04-14 -2010
DRAWN:
CHECKED: BH
CARD FILE: H:INSTITVTIONAL
DRAWING TITLE:
ENLARGED OXYGEN
TANK ENCLOSURE
SHEET NO.
S1.2