05-1298-013JOHN R. MEDINA & ASSOC.
A R C H I T E C T S
X
a
E
a"
0
0
0
G
0
Q
+
Top of Roof
+ 22'-11"
Top of slab
+ 21'-T
Top of beam
+
Top of Finish floor
+ 9'-Sr
Top of Beam, Porte Cochere.
CONCRETE -
BEAM. SEE
STRUCTURAL
DRAWING.
Lr"CMU WALL
TRUSSES. SEE
SPECS. ON
^'A
ALHAMBRAA BEFI'P.)
BARREL TILE •G
IN MORTAR BED
2 (TYPO
3.1
CONCRETE
BEAM. SEE
STRUCTURAL
DRAWING.
SEE wNDow
SCHEDULE ON
SHEETA-8.1
G.C. TO CENTER
EXPOSED RATTERS
WITHIN SPACE �?
PROVIDED. (TYP.1 1t—
i STUCCO NG.4C.
01
CMU/GO
WALL (REFER
TO ELEVATIONS)
FURRING
® I6.0.
OVER Irl
DRYWALL
PORTE COCHERE SEI DOORS
SCHr
ON
S-8.1
SEE FINISH
SCHEDULE ON
SHEETA$.I
SLAB. SEE
DETAILS ON
STRUCTURAL
DRAWING.
19
ENTRY
SEE FINISH
FLOOR
SCHEDULE ON
BEAM. SEE
STRUCTURAL
DRAWING.
SEE RATING
DETAILS ON
1 SHEET A62
Milli
,-•11
—n= •n n=.n
n—r E:r =fr
7=�1=1:iluiln
uali�_�n�l-R�rn
•
•
.•L
C
0
17
O
LL_
+ 24'-6"
Top of Roof
+ 41'-2'
Top of beam
ALHAMBRAALHAMBRA
BARRELTLE
IN MORTAR
BED (TYPO
+11-9"
Top of Finish floor
+ 9'-9"
Top of Finish Floor
SEE WINDOW
SCHEDULE
ON SHEET
A-8.1
STUCCO ON Ir CMU /_
CONC. WALL (REFER TO
ELEVATIONS FOR FINISH
AND THICKNESS). TYP.
fr-0"
Adjacent grade.
II
FOOTING. _
REFER TO
STRUCTURAL
DWGS.
SECTION 2
SCALE: 3/ 16t1= I f 0'1
r CONCRETE
SUB. SEE
STUCCO ON
DETAILS ON
CMU / CONC.
STRUCTURAL
WALL (REFER TO
DRAWING.
ELEVATIONS)
ALHAMBRAAIHAMBRA
BARREL TILE
N MORTAR BED
In'P)
PROOFING
SISTEM. SEE
SPECS. ON
SHEET A-6.1
BEAM. SEE
S• CONCRETE
DRAWING.
EW
NEW R
R
BEAM•
I TION
NEW R-30
DE TO FINISH SCHEDULE)
INSULATION
STRUCIU
BLOCK
AS SB• DRYWALL OVER
SEE DOORI
$DRYWALL
DRAWING
REQUI
FOR 7B• METAL HIGH HATS
SCHEDULE ON
SCH E ON
ON21(I
LIGHT
RES 018.O.C.OVERMIS'
SEDUL
CHANNESLS Q
SM BL
. OUT TO METAL STUDS 0 24•
1 or O.C.
BE
NPEN MINED IN O.C. SUSPENDED FROM
STUCCO -
FIELD
NOT TO STRUCTURE (REFER
ON CMU /
SEE DOORSCOWL
1.7
WITH TO REFLECTED
CONC.SCHEDULE
ON
CEILING FOR HEIGHT}
WALL
SHEET A-8.I
(REFER TO
ELEVATIONS)
FOYE
CL
BEDRiDOIV
2
B•CMUBARREL
TILE
ITCONCRETE
WALL
IN MORTAR BED
SLAB. SEE
SEE FINISH
(TYPO
DETAT
BOOR
S TU
1
WT
SH MB.1
5/8' DRYWALL
5/3' DRYWALL
RAILING
N
ON 2 Tit
ON 2 W
—SEE
DETAILS
CHANNELS ®
CHANNELS
SHEET A62
16.O.C.
161 O.C.
LIVING ROOM
KITCHEN
W^
Y
'I
---_---
- r
ISLAND
I
I
PROJECTION
I SEE FINISH
I IR-
\
I
I FLOOR
SCHEDULEON
METAL
IT O.C.
TRUSSES. SEE
9' CONCRETl4
SPECS. ON
SUB. SEE
SHEET A-QI
CONCRETE BEAM. SEE
DETAILS ON
ALHAMBR
BRA— P•I
STRUCIMM D""N IT
BARREL TILE
IT
DRAWING.
IN MORTAR BED
fn'P
2
.3.1
SCHEDULE
CONCR
5p•
NEW R�0
ON SHEET
BE. SEEEE
DRYWALL ON
INSULATION 8•
A-8.1
DETAILS ON
21rr
CMU
CONCRETE SLAB.
STRUCTURAL
CHANNELS
STRUC
SEESTRUC
SEESTRUCTURAL
DRAWING.
N 16.O.C. SEEDOORS
DRAWING.yV
SCHEDULE
BATHROOM
ON SHEET
RMRESEE
A$.1
SCHEDULE
FURRING STRIPS
M
ST
R
IT' CMU
WALL
MASTER BATHRO
ON SHEET
A-72
@ I e MIN. 5/9
ALL(
�
STUCCO ON 8" CMU /
CONC. WALL (REFER TO
ELEVA7IONS FOR FINISH
AND THICKNESS). TYP.
SEE FINISH
SCHEDULE
ON SHEET
SEE FINISH
A-8.1—
SCHEDULE
SM GYPSUM
WALLBOARD.
(2) 3 1 IT -
METAL STUDS
® 24.O.C.
CONCRETE -
SLAB. SEE
DETAILS ON
STRUCTURAL
I- _ DRAWING.
SLAB.SEE
DETAILS ON
STRUCTURAL
DRAWING.
BARREL TILE
IN MORTAR BED JOIST, REFER TO
FP(P)STRUCTURAL
DRAWING.
ilk
IN
:
0
..Y.: S V.. ....5:.•.•AY.•.::. .:t..
•::�:.S.t ::::t::.Y :•:::.:l:.h::•::..:::
•.•.:s::S
� S:v:
CONCRETE
BEASEE 5/8"
M
DETAILS ON CHANNESLS
STRUCTURAL
DRAWING.
DRYWALL ON
@ICO.C.
IPCONCRErE
SLAB. REFER TO WA
STRUCTURAL
WING.
LLBOA
RD .
spr DRYWALL ON 1
2 Irr ll
CHANNESLS ®16-
C.
5ArDRYWALL SLAB. REFER TO
CNN 21/2' STRUCTURAL
CHANNESLS 0 DRAWING.
I e O.C.
SEE DOORS
OFFICE ROOM a ��
A-8.1
SEE DOORS
I'
S
I
SCHEDULE
HEET
ON SHEET
A-8.1
A -&I
SEE FINISH
o ��
FOOTING.
REFER TO
STRUCTURAL
DWGS.
SLAB. SEE
DETAILS ON
STRUCTURAL
DRAWING.
PROOFING
S51ELL.SEE
SPECS. ON
-CONCRETE
BEAM. SEE
STRUCTURAL
DRAWING.
G.C. TO
CENTER
EXPOSED
IRS WITHIN
SPACE
PROVIDED.
STUCCO ON
CMU/CONIC.
WALL (REFER
TO ELEVATIONS)
CMU/CONC.
WALL (REFER
TO ELEVATIONS)
TERRACE
WAT
PROOFING
MEMBRANE
PRIOR TO TLE
INSTALATION.
WATER PROOFING
TCONCRETE SLAB. SSTEM• SEE SPECS.
SEE DErA1LS ON ON SHEET A-6.1
STRUCTURAL
ON 2 1 /Y
CHANNESLS
16 O.C.
GUES ROOM
CONCRETE SLAB.
SEE DETAILS ON
STRUCTURAL
DRAWING.
8"C1V1U NEwR30
5/8•DRYWALL
BAR INSULATION
WALL
ON 2 IR
CHANNESLS
16" O.C.
SEE DOORS
SCHEDULE ON
FEET"�'
GARAGE
O
FINISH F��\
REFER TO
SCH
-
CONCRETE
-
SLAB. SEE
DETAILS ON
STRUCTURAL
DRAWING.
FOOTING.
REFER TO
STRUCTURAL
DWGS,
PROOFING
SLAB. SEE SSTEM SEE
BRA .) +16'1
Top of bean
Wing Room
Binning Rom
CONCRETE
BEAM. SEE
STRUCTURAL
DRAWING.
LIVING ROOM STUCCO ON 17 CMU
/ CONC. WALL
(REFER TO
ELEVATIONS FOR
FINISH AND
PARTITION THICKNESS). TYP.
WAL
SLAB. SEE
DETAILS ON
STRUCTURAL
DRAWING.
FOOTING.
REFER TO
STRUCTURAL
DWGS.
SEE FLASH FLOOR
SCHEDULE ON
SHEET A-8.1
NEW R-W
INSULATION
REFER TO
STRUCTURAL
DWGS.
4901 S.W.75th Avenue
Miami, Florida 33155
T 305.740.0554
F 305.740.5355
jrmainc@bellsouth.net
+22'-6"
�r.mr.:xelt IsrAM. sit Top of Beam
STRUCTURAL DRAWING. Guess Room.
STUCCO ONCMU / REVISIONS DATE
CONC. WALL (REFER
TO ELEVATIONS FOR
FINISH AND THICKNESS). REVISION # 1 03.30.06
FURRING STRIPS
® 1 B MIN. , R-42
INSULATION AND
Iff DRYWALL
RE1NF. CMU
(TYP.)
STUCCO ON 8• CMU /
CONIC. WALL (REFER TO
ELEVATIONS FOR FINISH
AND tHICKNEss). NP.
+(Y-(
UN
W O
Q
U
Q
\AN`J
W
�n
0
U
0
N
N
Q
06
W
L
U_
Bn•B�
O
�J
Drawings and Specifications as instrument of
M R & M RS
service are and shall remain the property of
the Architect and shall remain the property
ES P I N OSA
of the Architect whether the project for
which they were made is executed or not.
RESIDENCE.
They are not to be used In any manner on
other projects or extensions to this project
except by agreement in writing and with the
MR. & MRS. ESPINOSA
appropriate compensation to the Architect.
6864 SW 68 th ST.,
Reproduction of drawings and
Miami, FL 33155
specifications without the written consent of
Mr. Patricia Espinosa.
the Architect is prohibited.
305-
SECTIONS
SCALE: 3/16'=I -U'
DATE: 05-07
DRAWN: CAP
BY
CAP