05-1298(2)-026PREFABRICATED WOOD
TRUSS.(TYP.) REFER TO
19.41
STRUCT.
61
TRUSS ANCHOR
��
%�
DRIP EDGE -REFER TO
(TYP.)REFER TO STRUCT.
CONCRETE CAP.
DETAIL
REFER TO STRUCTURAL
Ix6 CONT. P.T. WD
DWGS. 0
NEW 3" 0 SCREENED
VENTILATION SYSTEM
BETWEEN EACH RAFTER
BATT INSULATION
R-30�_�
SEE ENERGY
F7
EQUALLY SPACEDS TO BETYP.).
CALCULATION
CALCULATION
CAL
ORNAMENTAL
TERRACOTTA TILE
_
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I / s
\�j/
/
Y.'SMOOTHSTWI STUCCO 6'
1/2'DRYWALLON2
CHANNELS @ 16'O.C.
DETAIL PTO BE
APPROVED BY ARCH.) ^, • °•:: �... �,
M . 6
-
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I
l
WIRE LATH W/ BUILDIN
SUSPENDED FROM ROOF.
—
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PAPER OVER WOOD
BLOCKING AS REQUIRED.
I
u
6 I
I
Ix2CONT. P.T. WD. FIRE
_ —
_
PREFORMED
ORNAMENTAL
I
PREFORMED
ORNAMENTAL
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KEYSTONE
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STOP.
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i. EQ,
1. EQ.
f ►.-
EQ.
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- —
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COLUMN
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R 1 /2
DETAIL
DRAWINGS
CONCRETE SLAB.
I
A DETAIL
REFER TO STRUCTURAL
DWGS.
L _
I^
CONCRETE BEAM.
REFER TO STRUCTURAL
I
I
I
/. SMOOTH STUCCO OVER CMU. WALL.
BARREL TILE ROOF IN MORTAR APPLICATION ON Iz
DWGS.
t
BUILDING PAPER ON 3/4" EXT. GRADE PLYWOOD •
-
-�
-�
SHEATHING W/ 10d NAILS @ 6" OC, ON WD. \
RAFTERS. SEE ELEVATIONS.
ONT. P.T. WD.
") GALV. STEEL RINRIPG
COASTEN GAUGE SUBSTRATE
EDGE FASTEN TO WD. SUBSTRATE Wl 10 q 1 RING
SHANK NAILS @ 4•' O.C. (JOIN DRIP STRIP BY
OVERLAPPING 4").
STRIP N 2xd
STRIP ON 2xd ". �-
WD NAILER. BUILT-UP ROOF
N COPPER
"
BEDROOM BALCONY DETAILS
L
16
V
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MF1v18ED)OVEERSOPRALENE180
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�
SCALE. 1 /2"-1'-0"
I
I
WIRE LATH
TAPERED
I
WIRE LATH W/BUILDING
INSULATION
PAPER OVER WOOD
MATERIAL (ISO)
BLOCKING AS REQUIRED.
CONCRETE AS REQUIRED.
TB REFER TO STRUCTURAL
SLAB. REFER TO
STRUCTURAL
DRAWINGS
DRAWINGS
8" CMU WALL
BUILDING PAPER
ELEVATION
STUCCO. SEE
ELEVATIONS.
OVER CONCRETE
SLAB (ALL SIDES TYP.)
FURRING STRIPS.
CMU 8"
I
FINISH FLOOR.
ETAI L
SEE FINISH SCHEDULE. FURRING STRIPS.
CONCRETE
CONCRETE
�D
corlcRE�E SLAB.-----,,,,COLUMN.SEE
REFER TO STRUCTURAL
5/8 DRYWALL.
COLUMN.SEE
' STRUCTURAL
'r
DRAWING.
DRAWING.
STRUCTURAL
o
_ PREFORMED
DRAWING.
veff
STEEL PLATE-----_
—
'• ORNAMENTAL
_
CONECTOR.REFER 10
• COLUMN
�
STRUCTURAL DWGS. •
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n
R
I/Z'STUCCO.
L
r
STEEL PLATE
rr
1�7� STUCCO•
CONECTOR.
PREFORMED
ALL RAFTERS TO BE
EQUALLY SPACED
PLAN
PLAN
ORNAMENTAL
O O O
O O O O O
(TYP). SEE
STRUCTURAL
ALL RAFTERS TO BE
EQUALLY SPACED
COLUMN A
COLUMN B
COLUMN
DRAWING. TONGUE BGROVE I"
(TYP). SEE
t-'
2"
4X6" ORNAMENTAL X 3.
WOOD BRACKETS 1"CONTINUOSWD
STRUCTURAL
DRAWING.
(ALL CONECTORS TO BOARD (FINISH TO
BE CONCEALED. MATCH FLOOR )TO
4X6•• ORNAMENTAL WOOD
KEYS10
DET
IL.
TYP.) REFER DETAILS COUNCEAL EDGE.
20 ON SHEEP A.6.7. NAILED TO
BRACKETS
O BE CONCEALED. ORS
6"
/� B,.
EQ.
EQ. EQ.
CONCRETE SLAB (ALL
CONECTORS TO BE
REFER DETAILS 20 ON SHEET
A.6.7.
I
CONCEALED.
KEYSTONE DETAIL
i
r15 COLUMN DETAIL
riiBRACKET DETAIL
ri8
COLUMN
DETAIL
riqORNAMENTAL DETAIL-
�A-6.7 SCALE: 1/2 It= 1 1-011
�6-7SCALE: 1 /211=1'-011
�67SCALE:
1/2 It= 1
1-011
�6.7SCALE:
1 "=1'-011
A
\ \
12' CMU
a-6.7
\
TILE ROOF IN MORTAR APPLICATION
-
ON BUILDING PAPER ON 5/8" EXT.Ilk
GRADE PLYWOOD SHEATHING W/
°O \
\\
CMU /
CONC. WALL ( STUCCO (REFER TO
N
IOd NAILS @ 6" OC, ON WD.
RAFTERS.
BARREL TILE ROOF IN MORTAR
APPLICATION ON BUILDING PAPER
ELEVATIONS)
^
ON 5/8" EXT. GRADE PLYWOOD
\ Q�
TL HIGH WOOD
--DRYWA+6L ---HATS,4 6------BL0GKiNG
1/2' SMOOTH FINISH
SHEATHING W/ 10d NAILS @ 6•' OC,
`
STUCCO ON PLASTIC
ON WD. RAFTERS.
I7
_--RE-WRED-
1/2'
O O 0
0 O
WIRE LATH.
2x6'X•' BLOCKING BETWEEN TRUSSES.
✓
-
12,7
TOE NAIL TO FA. TRUSS W/ 2-1Od
- CONCRETE
DRYWALL
4 1 /2 V
NAILS TYP. @ EXTERIOR WALLS.
BEAM,
,I
POSED RAFTER.
O O o O O O 5/8•' PLYWOOD EXPOSEDSTRIPS
4"XS" PT. WD. SHEATHING REFER TO
'\
SMOOTH
I _.
@
BEAM CONT.
STRUCTURAL DRAWINGS.
STUCCO
OVER
STRCTURAL
DRAWING.
Tl4"
V2" DRYWALL ON
_.
CMU.
\
4�
'
x 6" ORNAMENTAL
OUTRIGERS.
GALVANIZED
STRIPS
WALL
\
r
WOOD
• SPACED 4 TYP. ON
FLASHING
@ib" O.C.
CENTER.
(EQUAL SPACE
EXPOSED RAFTER.
GALVANIZED
I
;
zt`
q CENTER TO CENTER)
1
REFER TO
STRUCTURAL DRAWINGS.
FLASHING
'
- '
+
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SMOOTH
STUCCO
TYP.I x2 CONT. P.T.
_ _. _
OVER
'
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SEE DOORS
4"X8" Pi. WD.
BEAM CONT,
WD. FIRE
STOP@ 8'-OP A.F.F
'�`
WALL.
p
j SCHEDULE IN SHT.
MAX.
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!
AB.1
TB REFER TO
4"X8" PT. WD.
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'__
= SEE
WINDOW
STRUCTURAL DRAWINGS
EA
BM CONT.
SCHEDULE
,
_ w 11/4'X3I/2'IRON
3'_4.
ORNAMENTAL WD. BRACKET.SEE
3'-4"
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--
-- ---,� >
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TOP RAIL.
DETAIL 9 ON SHEET A-6.5
-- ;
•
21/2'X3"IRON
n in
NEW DOOR. SEE
SCHEDULE.
in
f
E1.
CORNER PIECE
1/2'0IRON PICKETS
^
I,
@ 4" O.C. (TYP)
I 12'X I 1 /2' BOT.
//
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i
RAIL
'
PRECAST
REFER TO STRUCTURAL
F.i
'IT
CONCRETE
DRAWING IN SHEET S---
1/P MIN. SLOPE
a
SMOOTH
M
I
1/P MIN. SLOPE :y
1 1/2'
O
STUCCO
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Yz' SMOOTH STUCCO
1 - -
_ - ..
S
-,
CMU.
WALL.
CONC. SLAB (REFER
--- -__
`
CONC------,-'REFER
FINISH FLOOR.
TO FINISH
R6I/ '--`
ORNAMENTAL DETAIL.
J�"SMOOTH STUCC '. ,.
TO STRUCTURAL
FINISH FLOOR
_ CAP
SCHEDULE.
S (Y' REFER TO STRUCTURAL
-" - DWGS.
ORNAMENTAL DETAIL.
DRAWINGS)
_
- STRUCTURAL
REFER TO STRUCTURAL 3'-6" _ 3'-6"
DWGS.
,
DRAWINGO
LIVING M
FRONT
VIEW.
SECTION 1
SIDE VIEW
'
CONCRETE
FE1 I }=SLAB. REFER TO
\
_ I STRUCTURAL
DWGS.
/
FOOTING. REFER TO
`
I- STRUCTURAL DWGS.
SEATING ROOM BALCONY
DETAIL
21 WALL DETAIL
A SECTION
WALL
20
AJ6.7SCALE: 3/8It=1'-0"
A-6,.7 SCALE: 3/8"=1'-0"
A-6.7 SCALE: 3/8"=1'-0"
JOHN R. MEDINA & ASSOC.
A R C H I 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
4—
UN
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12
70
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,
Drawings and Specifications as instrument of
M R & M R S PIN O
service are and shall remain the property of
.
the Architect and shall remain the property
RESIDENCE.
of the Architect whether the project for
which they were made is executed or not.
They are not to be used in any manner on
other projects or extensions to this project
except by agreement in wrifing and with the
MR. & MRS. PINO
appropriate compensation to the Architect.
6864 SW 68 th ST.,
Reproduction of drawings and
Miami, FL 33155
specifications without the written consent of
Contact: Mr. Henry Pino.
the Architect is prohibited.
305.573.7140
DETAILS
SCALE: AS SHOWN
DATE: 07.05
DRAWN: CAP