09-184(2)-003bo
4�1
1 EAST ELEVATION
A-4.1 SCALE: 1/4" = 1'- 0"
CV
2 WEST ELEVATION
A-4.1 SCALE: 1/4" = V- 0"
NEW WINDOW. ' NEW STUCCO FINISH /
TO MATCH EXISTING. PROVIDE EXT. WALL
3 3 SCONCES STYLE TO BE
SELECT BY OWNER.
NEW STANDING SEAM METAL EXIST. O.IH. ELECT. POWER TO BE
ROOFING SYSTEM RELOCATED UNDERGROUND SEE
ELECTRICAL. CD
ELEV.: 17'- 4"
LEVEL: MAX. HT.
—-------------------------------------------- --------------------
1
12 12
6
i 5
5 I I I i
I I I I I I I
U U UI
ELEV.: 10'-0" - - —k H H
LEVEL: T.0.8M. —
1 1
.. 8 .
--- --- —
LEVEL: GROUND
NEW WINDOWS. EXISTING EXIST. ELECT. SERVICE AREA OF NEW
STUCCO FINISH. (SEE ELECT. DWG'S.). CONSTRUCTION. 8
8 EXISTING ABANDONED 3
FIRE PLACE.
81,
0'' 15'-0' S
CONC. TIE -BEAM
AS REQ.
DECORATIVE 8" I�
BANDING (TYP.).
STUCCO FINISH
8" CMU WALL
GRADE DUMPSTER GENERATOR L GRADE
I H I I=I I I I t I �-i II I Ir —
Tii II -I11 II,IIII -_� I 8" CONC. THICKENED EDGE SLA9i'- IIiI� III=n-
I� I I I I I —I I— i�T
W/ #5 @ 12 CENTER EACH WAY -
ABOVE GRADE
GENERATOR AND DUMPSTER ENCLOSURE SECTION
SCALE: 1/4" = 1'- 0"
4" DIA. STEEL POSTS
FOR SWING GATE
EAST ELEVATION SOUTH ELEVATION WEST ELEVATION
4 GENERATOR AND DUMPSTER ENCLOSURE ELEVATIONS
A-4.1 SCALE: 1/4" = 1'- 0"
NOTE:
ALL WINDOWS AND DOORS SHOWN TO BE OF IMPACT
RESISTANT ASSEMBLY. G.C. TO PROVIDE N.O.A.
ELEVATION LEGEND
OMOJAVE
STONE
CD�1
NEW FOUNTAIN FEATURE OR POOL G.C. TO
�
PROVIDE SHOP DWG'S FOR ARCHITECT AND
LANDSCAPE ARCHITECTS REVIEW. G.C.
RESPONSIBLE FOR THIS ITEM.
CDPAINTED
FINISH
(BENJAMIN MOORE YOSEMITE SAND AC4)
OPAITED
FINISH
(BENJAMIN MOORE SPRINGFIELD TAN AG-51 )
CDPAITED
FINISH
(BENJAMIN MOORE NEW CHESTNUT AC-6)
CDMILL
FINISH STANDING SEAM
METAL ROOFING SYSTEM
NOTE:
ALL WINDOWS AND DOORS SHOWN TO BE OF IMPACT
RESISTANT ASSEMBLY. G.C. TO PROVIDE N.O.A.
s BANDING DETAIL
A-4.1 SCALE: 1-1/2" = 1'- 0"
ry Or sr)U-rtl MIAMI
x3tJft_QIi�1t; Dti't.
s t��uc ru;a; ss�c; rtUt�
-'OVft) 8Y: 1
�16 lI
DECORATIVE PRE -CAST
CONC. BANDING.
SMOOTH STUCCO FINISH,
CONCRETE BEAM
(REFER TO STRUCT. DWG'S.).
SMOOTH STUCCO FINISH.
NEW 8' C.M.U. WALL (REFR TO
STRUCT DWG'S.).
Heery International Inc.
811 Ponce De Leon Blvd.
Coral Gables, FL 33134
TEL: (305) 441-1556
FAX.(305) 445-2374
http://Www.s-garchitects.com
AA 0002293
E B 0005176
Project Number
0723701
Consultants
G.V. PIREZ
STRUCTURAL ENGINEERS
7315 S.W. 87th AV
MIAMI, FL 33173
TEL: 305-412-2200
Consultants
DESIGN ONE
CONSULTING ENGINEERS
809 S.W. 8 STREET, No. 200
MIAMI, FL 33130
TEL: 305-860-0384
OFFICE TENANT
IMPROVEMENT FOR
DR. ILEANA R.
PEREZ - QUINTAIROS
6310 SUNSET DRIVE
MIAMI, FLORIDA 33143
Revisions Date
H
2 OWNER CHANGES O4-14-09
m
a
La
AOWNER CHANGES 05-28-2010
OWNER CHANGES 12-08-2010
A
z
0
0
0
0
m
0
9
m
Seal:
a
M��:, �.
Y4•P
O
i
Ii
Ih
�� "
N
I • ,
LJ
'RQBEATO SEQUEIRA
o
REGISTRATION NO. AR-0009035
J
K
a
�s
Q
0
15
i=
Z
QO
U
m
IL
�ZZ
Q
S(L
� a
Checked By:
5
3 3
E.G.
06
I— F_
Drawn By:
OJ 0
A.A.
g 3
0
z
Issue:
03-04-09
Date:
01-12-09
0
5X
Sheet Index:
16 o a
ELEVATIONS
ca
EAST AND
2 ca
a
WEST
cu
V
W
a
L N
0 �
1
O w
M
N W
h G1
O �
�
0
Sheet Number:
Q
U N
A-4. 1
Y