05-1298(2)-017+ 24'-6"
_
Top of Roof
+ 22'-11"
Top of slob
+ 21' 7'
Top of beam
X
Q
OI
O
of Finish Floor
NTop
Top of Beam Porte Cochere.
+--
CONCRETE -
BEAM ' SEE
C)
STRUCTURAL
0
DRAWING.
QW
CMU WALL.
2
LL
CONCRETE
SLAB. SEE
STUCCO ON DETAILS ON ALHAMBRAA BRA
WOOD CMU / CONC. STRUCTURAL BARREL TILE
TRUSSES. SEE WALL (REFER TO DRAWING. IN MORTAR BED WATER
SPECS. ON ELEVATIONS) ("P) PROOFING
"MORTAR
ri
wp-) IT �— �- - `_ SPECS. ON
SHEET A-6.1
I (Ty
44
CONCRETE
* 0. --._ BEAM. SEE
�' S 11CNT L STRUCTURAL
f _ D WIN JOIST. REFER TO NEW R-30 DRAWING.
u STRUCTURAL INSULATION
CONCRETE- NEW R_30 DRAWING. IT DRYWALL
BEAM. SEE CONCRETE INSULATION ON 2 IC" CONCRETE
STRUCTURAL BEAM. SEE NEW R-30 CHANNESES J SLAB. SEE
DRAWING. r STRUCTURAL INSULATION 16" O.C. DETAILS ON
DRAWING. SEE DOORS-5!B" DRYWALL SEE DOORS STRUCTURAL WATER
SEE WINDOW ON21/? r— P IFTQ-
SCHEDULE ON SCHEDULE ON SCHEDULE ON
CHANNr51S SSTEM. s.
SHEET A-8.1 SHEET E ON 16" O.C. SHEET A-8.1 STUCCO SPECS. ON
ON CMU /
CONC. SHEEP A-6.1
17 A 6.7li SEE RAILING WALL (TYP.)
DETAILS ON (REFER S)
SHEET A6.2 FOYER'CL BEDROOM 2 s"cnnu ELEVATIONS)
G.C. TO CENTER ALHAMBRAA B
IXPOSED RAFTER$ LLL... BARRft TILE JOIST, REFER TO
CONC SEE
WALL IN MORTAR BED �/• STRUCTURAL SIT DRYWALL
WfiHIN SPACE SLAB. SEP SEE I WISH ITYP) DRAWING. OVER MTL HIGH
IT DETAIL$ ON FLOOR HATS `� S O.C.
PROVIDCO. [TYP.) a-p� STRUCTURAL SCHEDULE ON
SHEET A 8.1
STUCCO O _ - JOTS , REFER TO ___ _ G R EAT ROOM S/8' GYPSUM WALLBOARD.
STR TURA
CMU/GONG. U
DRA LNG. - -
WALL (REFER
TO ELEVATIONS) CONCRETE y '�{ vNX'• 1�
SLAB. SEE SEE (ST3I/T
FURRINGTTR DETAILS ON SCHEDULE
ON METAL STUDS
STRUCTURAL 5/T DRYWALL 51i DRYWALL _ , SHEET A-8.1 24, O.C.
DRAWING. ON21/7 ON 1117
OVER 11T SEE RAJUNG
CHANNESES 0 CtPNNESLS 4
DRYWALL ON 16' O.C.
SHEETA6.2. 16'O.C.
SIT(
PORTE COCHERE SE DOO LIVING ROOM KITCHEN WALL RD. ' e
SCHE ULEON
$ ETA$., ENTRY
SEE FINISH SEE FINISH PROJECIION SEE FINISH METAL(( I �• "'� SCHEDULE ON FLOOR FLOOR
SHEET A-8.1 SC HEDULEOSHEETA-8N SCHEDULE ON 4' O.C.
Porte Cochere F.F.-
-0'-6,
Adjacent grade. f
FOOTING.
FOOTING.
REFER TO
REFER TO
STRUCTURAL
STRUCTURAL
DWGS.
DWGS.
SECTION 1
SCALE:
3/ 16"=110"
SLAB. SEE
DETAILS ON
STRUCTURAL
DRAWING.
TRUSSES. SEE
...,,...,..... w......,.'.."' �,...
SLAB. SEE BARREL TILE
+ 24'-6"
SPECS. ON
SHEET A-6.1
CONCRETE BEAM. SEE DETAILSONIN BEO
BRA�P')
PMORTAR
STRUCTURAL DRPN INr' TU )
To of Roof
p
ALHAMBRAA
IT
DRAWING.
"-.-..-"�[�_�C1...C_�—��..
BARREL TILE
�.L�L� [_�Ll Ll.(C_
IN MORTAR BED
(TYP
2
A 3.1
+ 2l'-7'
SEE DOORS
Top of beam
CONCRETE
BEAM SEE
SIT
DRYWALL ON
SCHEDULE
NEW R-30 ON SHEET
A-81
JOIST, REFER TO J-- PROOFING
STRUCTURAL _ --�USTEM SEE
DRAWING. SiPECS. ON
INSULATION 8' SIT DRYWALL ON 2 1/7 %-- NEW F'-30
DETAILS ON 2 1/T CMU CONCRETE SLAB.
STRUCTURAL CHANNESLS Wrq SEE STRUCTURAL _ CHANNf31S®ib"O.C. INSULATION
DRAWING. ® 16.O.C. SEE DOORS DRAWING.
SCHEDULE BATHROOM
ON SHEET FIXTURESSEE SIT GYPSUM
A-8.1 SCHEDULE FURRING STRIPS M ST RI EDR W/CLOSET WALLBOARD. W/ LO`
CMU MASTER BATHRO ON SHEET DRYWALL S/8'
WALL A-7.2 DRYWALL ( 3 1/7 METAL-
TYP.1
STUCCO ON W CMU / STUDS � 2�'
BARREL RA .". O.C-. SF R
BARREL TILE CONC. WALL (REFER TO � S-1
IN MORTAR ELEVATIONS FOR FINISH SEE FINISH BED (TYP) AND THICKNESS). TYP. SEE FINISH SCHEDULE SCHE ON
$H A-81
SCHEDULE SEE HN6H ON SHEET
ON SHEET SCHEDULE q-8.1
A-8.1
ON SHEET
BEAM. SEE
STRUCTURAL
DRAWING.
G.C. TO
CENTER
EXPOSED
RAFTERS WITHIN
STUCCO ON
SPACE
CMU/GONG.
PROVIDED,
WALL (REFER
TO ELEVATIONS)
STUCCO ON-
CMU/CONC.
WALL (REFER
TO ELEVATIONS)
TERRACE
W ATE
PROOFING
MEMBRANE
PRIOR TO TILE
WATER PROOFING
CONCRETE SLAB. SEE
SLS7EM. SEE SPECS.
DETAILS ON
ON SHEET A-6.1
STRUCTURAL
(TYPO
DRAWING.
r
_
JOIST. REFER TO
-_ 5/ r nvvw
1121/1
STRUCTURAL NEW R-30
DRAWING. INSULATION
CHANNESES m
16" O.C.
GI
ROOM
CONCRETE SLAB.
SEE DETARS ON� SEE ELFISH FLOOR
STRUCTURAL SCHEDULE ON
DRAWING. SHEET AA.1
8„ CMU L-NEW R-30 �— 51T DRYWALL
BAR INSULATION ON 2 1/7'
��--`ALL CHANNESES 4
16, O.C.
SEE DOORS
SCHEDULE ON
SHEErA8" GARAGE
FINISH FLOOR.
_ REFER TO HNLSH
SCHEDULR
l
CONCRETE--/— _
— SLAB. SEE
DETAILS ON —
^(_� �- STRUCTURAL
DRAWING.
4 � .T
FOOTING. FOOTING.
REFER TO REFER TO
STRUCTURAL STRUCTURAL
DWGS. DWGS.
STUCCO ON T C U/
CONC. WALL (R FLR TO
ELEVATIONS FOR INISH
5/
NEW R-30
D
AND THICKNESS). P.
INSULATION
2
/
WATER
C
Q
NESLS
"O.C.
Br
CMU
CONCRE7 PROOFING
- 5/8" GYPSL
WALLBOAF
WALL
j-�- SLAB. SEE SIST&A. SEE
l _-__--__._._.�G.AILSY�N'- --'-$PEESG-'N
PECS.ON
IC L
CONCRETE BEAM. SEE STRUCTURAL SHEET A-6.1
STRUCTURAL DRAWING. DRAWING. fTYPI
--31/T MET
S
pOORi
STUDS ® 2
SCH
LE ON
�....—__----- -----"----'- --'-'----
O.C.
S
ET A-8.1
O + 11'-9" A-8.1
Top of Finish Floor , T 5
ti LLLi[
JOIST, REFER TO
JOST. REFER TO 51T GYPSUM - 5/8" DRYWALL ON
Top of Finish Floor CONCRETE SIT DRYWALL ON 21/7 STRUCTURAL WALLBOARD. 21/7 N::W R_30 STRUCTURAL
SEE CHANNESLS 0 16" O.C. DRAWING. CHANNESES 0 16" INSUlADON DRAW WG. 4 5/8- CONCRETE
� 5/8' DRYWALL JOIST, REFER TO DETAILS ON SLAB. SEE
DRYWALL ON DETAILS ON ON21/7 STRUCTURAL STRUCTURAL /// C•--'--""- 2 I/T
U CHANNESLS@ DRAWING. DRAWING. i ----- -- - �HANNESLS STRUCTURAL
16"O.C. . IG O.C. DRAWING.
� SEE WINDOW SEE DOORS /
Q SCHEDULE 518'GYPSUM OFFICE ROOM ONSSCHCDULE
HEET IDE RS I I fN '' R OM FOYER
+. ON SHEET WALLBOARD.
O A-8.1 A-8.1
SSCHOEEDUULE MEET
IL ON SHEET A-8.1
A-B.l
METAL STUDS SEE DOORS -
®L O.C. SCHEDULE
STUCCO ON W CMU / SEE FINISH ON SHEET
CONC. WALL (REFER TO SCHEDULE ( A-8.1
ELEVATIONS FOR FINISH
I-------
ON SHEET
AND THICKNESS). TYP. AA 1 __ ._-. .D _.___ ._..._ __. .-_. -'-- FINISH FLOOR
U-91
CONCRETE mom=
CONCRETE
i F TT SLAB. SEE I'�i _ SLAB. SEE
DETAILS ON
} DETAILS ON
STRUCTURAL
STRUCTURAL
DRAW DRAWING.
DRAWING. I
Adjacent grade. i
t'
T
FOOTING. FOOTING.
REFER TO REFER TO
STRUCTURAL STRUCTURAL
DWGS. DWGS.
SECTION 2
SCALE: 3/ 1611=1 ' 0"
SEE FINISH
SCHEDULE
ON SHEET
�- CONCRETE BEAM. SEE
STRUCTURAL DRAWING,
NEW R-30
INSULATION
CONCRETE
SLAB. SEE
DETAILS ON
STRUCTURAL
DRAWING.
LIVING ROOM
PARTITION
WALL
FOOTING.
REFER TO
STRUCTURAL
DWGS.
+22'-11"
+l 6'-T
Top of bean
Living Room
Dinning Rorr
CONCRETE
BEAM. SEE
STRUCTURAL
DRAWING.
STUCCO ON IT CMU
/CONC. WALL
(REFER TO
ELEVATIONS FOR
FINISH AND
THICKNESS). TYP.
CONCRETETop
of Beam
STRUCTURAL DRAWING.
Guess Room.
STUCCO ON CMU /
CONC' WALL. (REFER
TO ELEVATIONS FOR
FINISH AND THICKNESS).
FURRING STRIPS
3 16" MIN. , R-4.2
INSULATION AND
IIT DRYWALL
RHNF. CMU
pp.)
STUCCO ON a' CMU /
CONC. WALL (REFER TO
ELEVATIONS FOR FINISH
AND THICKNESS),IYP.
011
JOHN R. MEDINA & ASSOC.
ARCH 1 T E C T S
4901 S.W.75th Avenue
Miami, Florida 33155
T 305.740.0554
F 305.740.5355
jrmainc@bellsouth.net
REVISIONS DATE
U"
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Drawings and Specifications as instrument of
M R & M RS
service are and shag remain the property of
.
the Architect and shall remain the properly
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"=1'-0"
DATE: 05-07
DRAWN: CAP
BY