08-1272-034PLAN NOTES:
1.-
SLAB NOTES:
ST21 (� I
�`� - - -- -
A.- EXISTING GROUND FLOOR SLAB:
TE I Q I ST2
— _._ - -T I— .�— _.
PATCH DEMOLISHED AREAS WITH 4" CONCRETE SLAB OVER WELL
ST21 7
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COMPACTED FILL REINFORCED WITH #3 0 12" c/c AT MID - -DEPTH
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TYPICAL UNLESS OTHERWISE NOTED.
2.-
TOP OF FOOTING ELEVATION SHALL BE 1' -0" BELOW GRADE U.NO. THUS
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3.-
FOR TIE COLUMNS SCHEDULE SEE SHEET S -6.
4.-
FOR CONCRETE BEAM SCHEDULE SEE SHEET S -6
5.-
FOR MASONRY WALL SCHEDULE SEE SHEET S -6.
6.-
PROVIDE 2 #5 @ 8" c/c IN TWO GROUTED CELLS AT EACH SIDE OF ALL
ST2/ \
WALL OPENING U.N.O.
7.-
WINDOW SILLS:
-J
F -6
PROVIDE 8" x 8" CONC. CAP REINF. W/ 2 #5 CONTINUOUS.
F -6
EXTEND THE BARS 6" MINIMUM IN THE ADJACENT COLUMNS
L0
F-6
OR FILLED CELLS. (TYPICAL.)
8. -
DENOTES 8" MASONRY BLOCK WALL
(NON- BEARING).
REFER TO ARCHITECTURAL
DENOTES 8" REINFORCED BEARING BLOCK WALL.
#5 @ 24" c/c OR # 6 0 40" c/c WITHIN A
ST2
DISTANCE OF 4' -8" FROM EACH CORNER OF
THE BUILDING.
DRAWINGS FOR EXACT
#6 ® 48" c/c ELSE WHERE.
T EXISTING WALL TO REMAIN
EXISTING COLUMN TO REMAIN
9.-
PROVIDE STANDARD HOOK FOR ALL TOP BARS AT DISCONTINUOUS END.
10.-
TE -- DENOTES A THICKENED EDGE SEE TYPICAL DETAIL ON F /S -7.
11.-
HOUSEKEEPING PAD.
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6" CONCRETE SLAB REINFORCED W/ 6x6- W2.9xW2.9 WELDED WIRE
FABRIC. COORDINATE SIZE AND LOCATION W/ ARCHITECTURAL AND
MECHANICAL DRAWINGS.
12.--
ALL CONCRETE SLAB EDGES AND CONCRETE BEAMS SUPPORTING
EXTERIOR WALLS SHALL BE RECESSED A MINIMUM OF 3/4 INCH BELOW
_
TOP OF SLAB FOR A WIDTH OF THE EXTERIOR WALL. SEE TYPICAL
DETAIL B /S -7.
13-
FILL WALL OPENING WITH BLOCKS. PROVIDE WALL TIES AT BOTH
SIDES CONNECTED TO THE WALL AT EVERY COURSE. (TYPICAL).
SEE DETAIL S -7.
14-
PROVIDE 1 #6 VERTICAL IN GROUTED CELL. NEW #6 BAR SHALL BE
EMBEDDED 6" INTO EXISTING FOOTING USING EPDXY G5 BY REDHEAD.
NEW BAR SHALL BE CONTINOUS THRU EXISTING TB ABOVE AND SHALL
EXTEND TO NEW TIE BEAM WITH STANDARD HOOK AT NEW TIE BEAM
MID- DEPTH.
G5 NOA# 04- 0405.01. TYP.
15.-
FOR WATER PROOFING DETAILS SEE ARCHITECTURAL DRAWINGS.
16.- SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND
DIMENSIONS.
10' -0" TYP. EXISTING SIDEWALK o
BTWN. COL. CLEAR
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REFER TO ARCHITECTURAL
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ST2
DRAWINGS FOR EXACT
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COLUMNS LOCATION. TYP.
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PAVERS, SEE
ARCH DRAWINGS.
1 3
EXISTING S -1 1 S -10
FOOTING
2
6 ,
- - - - -- — -- S -10
EXISTING EXISTING zo
FOOTING r_ r - FOOTING
= FOUNTAIN
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L - F -1 -J EXISTING F -1 1 (0 - --
1 FOOTING j7D
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2 SIM 2
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SEE NOTE 13
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1 I j C1 BELOW
FOOTING
LOW
I GRADE.
1 SIM I I COORDINATE WITH
0 2
FOUNTAIN.
1 S -8 L-1 r � J
1 ELEV. +0' -0" I m I
NEW
EXTENDED
SIDEWALK
ST2,.-
<0
NEW EDGE OF
SIDE WALK
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ST2 I
1 FINISH FLOOR
SEE NOTE 1 I }
- -- - - F -2 I :. `1 PAVERS, SEE
ARCH DRAWINGS.
..................
SEE NOTE 13 1 i
I�._........�__� ONSGRADE.,' SLAB L _ J ---\
PARTITIONS. SEE
ARCH. DWGS. 4 1
FOOTING I 1 f
3
I 1 S -1 1
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F -2
SEE NOTE 13 I ST1 1 F -3L NANA WALL. REFER
F
- -` TO ARCH DWGS.
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::::.:::::::::::1:::::
f ' SEE NOTE 14 2 SIM o
/ 2 SIM I I CLOSE WINDOW
S -g 1 -_
1 S -8 S -g L -- OPENING WITH REINF.
1 F -1 _ SEE NOTE 14 MASONRY. SEE DETAIL
1 TC1 SEE NOTE 14 T� ASS -8.
— —
I F-- — — — — — — — — — L - - -- �TC2 NEW KNEE WALL — — — —L
SEE NOTE 13 I F- w TO CONVERT EXISTING
1 I I NEW CMU 1 1 0.o DOOR OPENING FOOTING M
WALL INTO. WINDOW
1 I OPENING. -
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EXISTING °
SEE NOTE 13 1 FOOTING 1n
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SEE NOTE 14 -- � - - - --
EXISTING
FOOTING
10' -2" 8' -1 1 " 13' -7"
N
(3
FOUNDATION PLAN
SCALE 1/4 " =1' -0"
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DdLew[sAmhltecture +Deslgn
AR0017357 ID0004536
www.dbial.us
120 NE 27 ST. # 500 /MIAMI, FL 33137
T 305.572.1220 / Fx 305.572.9161
IL
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FREDY TAIN, *`E , S.I.- LIC N0.'610l l
SEA( +SIGNATURE
pr/o/A/All'i
�SR
S0mI
CAFE
PROJECT # 0804
5800 SW 73 RD ST
SOUTH MIAMI, FL 33143
LESSEE:
WILLY QUINTANA
301 COLLINS AVE, SUITE 2707
MAIMI BEACH, FL 33141
F.305.867.7073
STRUCTURAL ENGINEER:
THIN - RAM IREZ, INC
C.A.# 27157
2000 N.W. 89 PL. MIAMI, FL
P: 305 639 9800
ft2in tain- ramiraz.com
MECH, ELEC, PLUMB, FIRE PROTECT. ENG:
L.TRIANA t ASSOCIATES, INC
CONSULTING ENGINEERS
C.A.# 26644
9701 S.W. 56th St
MIAMI FL 33165
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ILLUSION LANDSCAPE & DESIGN
MIAMI, FL
LESSOR:
ROGER D. SHAY & W. GRACE D
13635 DEERING BAY RD, PH 293
CORAL GABLES, FL 33158 -2812
REVISIONS DATE
ISSUE DATE OCT/ 31 / 2009
DWN MG APPRV FT
Drawing:
Scale:
SHOWN
Phase:
PERMIT - CONSTRUCTION
Sheet Number:
S -2
So