04-1517-0167
L_
+P =54.73 PSF
-P= 73.29 PSF
NEW ASPHALT
SHINGLES.
L- NEW WINDOW. SEE
WINDOW SCHEDULE
FINISH FLOOR
A -6.2
I I
I � I
I I
NEW CHIMNEY.
I I
NEW SCREENED L
ALL SINGLE RAFTERS TO VENT. SYSTEM �e
BE EQUALLY
SPACED.TYP. / /
NEW WOOD J
RAFTERS. REFER TO
DETAILS.
+P= 54.73 PSF
P= 59.37 PSF
1/2' MIN. SMOOTH
STUCCO TO MATCH
EXISTING
NEW 36" HIGH
CHERRY
HEDGE AROUND POOL
EQUIPMENT.
i l/ ''
6
k' , + \ +,
SEAL +`
WOOD BRACKETS.
REFER TO DETAIL 7
MR & MRS LANG
ON SHEET 6.3
11 WOOD BRACKETS.
the Architect and shall remain the property
NEW WINDOW. SEE
QI REFER TO DETAIL —
WINDOW SCHEDULE'
which they were made is executed or not.
lr�'_
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
1/2" MIN. SMOOTH
appropriate compensation to the Architect.
F i
Reproduction of drawings and
t
STUCCO TO MATCH
CONTACT: DEBBIE LANG
the Architect is prohibited.
PHONE: 305.665.2894
NORTH & SOUTH
EXISTING
ELEVATION
DATE: 10/04
DRAWN: CAP
+P =54.73 PSF
-P= 59 37 PSF
i l/ ''
ALL SINGLE
RAFTERS TO BE
k' , + \ +,
SEAL +`
r f,
SPACED.TYP.
MR & MRS LANG
service are and shat remain the properly of
the Architect and shall remain the property
RESIDENCE
f
which they were made is executed or not.
lr�'_
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
1/2" MIN. SMOOTH
appropriate compensation to the Architect.
F i
Reproduction of drawings and
t
STUCCO TO MATCH
CONTACT: DEBBIE LANG
the Architect is prohibited.
PHONE: 305.665.2894
NORTH & SOUTH
EXISTING
ELEVATION
REMOVE OLD
WINDOW. FILL AS NEW WINDOW. SEE
fail%
,.f.,r;
REQUIRED W /8" WINDOW SCHEDULE
CMU & STUCCO TO
%3lr % <f MATCH EXISTING.
REMOVE DOOR. FILL AS EXISTING J
REQUIRED W/ B" CMU & CONCRETE
STUCCO TO MATCH EXISTING. WALL
WEST ELEVATION
SCALE: 1/411= 1 ' -011
A -6.2
I
I ❑ l�,J I
I I
I I
NEW CHIMNEY.
NEW ASPHALT ALL SINGLE RAFTERS TO L
SHINGLES. BE EQUALLY
SPACED.TYP.
NEW WOOD —/ r -
RAFTERS. REFER E
TO DETAILS. 1 11
d I I
I/2" MIN.
SMOOTH
STUCCO TO
MATCH
EXISTING
— _4
+P =54.73 PSF
-P= 59.37 PSF
L REMOVE OLD
WINDOW &
REPLACE. FILL AS
FINISH FLOOR REQUIRED &
- -- _
STUCCO-10-MATCH.- _
EXISTING.
NEW 42'
CONCRETE
WALL
7
A -6.3
1 /2' MIN. SMOOTH
STUCCO TO MATCH
EXISTING \ \\
Rb
NEW SCREENED
VENT. SYSTEM
WOOD BRACKETS.
REFER TO DETAIL 7
ON SHEET 6.3 ,
NEW 36 HIGH
CHERRY
HEDGE AROUND NEW C.0
.-.1--AST ELEVATION.
SCALE: 1/4 11= 1 ' -0"
NEW ASPHALT ALL SINGLE
SHINGLES. I \ / � RAFTERS TO BE
A-6.3 EQUALLY
SPACED.TYP.
NEW ASPHALT
SHINGLES.
+P =54.73 PSF +P =54.73 PSF
=P= 59.37 PSF — Y — -P= 73.29 PSF
WINDOW TOP OF BEAM.
G.0 TO FIELD VERIFY
TOP OF
+P =52.47 PSF
-P= 57.11 PSF
FINISH FLOOR I�
FINISH FLOC
- NEW DOOR. REFER
TO DOOR SCHEDULE.
8
-6.3
ALL SINGLE
RAFTERS TO BE
k' , + \ +,
SEAL +`
EQUALLY
SPACED.TYP.
+8' -2'
TOP OF BEAM.
G.0 TO FIELD VERIFY
TOP OF WINDOW
_ FINISH FLOOR I +0'13"
FINISH FLOC
GENERAL NOTES:
- GENERAL CONTRACTOR TO REMOVE
EXISTING WINDOWS (AS SHOWN) AND
REPLACE AS REQUIRED. G.C. TO REFER
AND TO COORDINATE WINDOWS WITH
FLOOR PLAN, ELEVATIONS AND
WINDOWS SCHEDULE. G.C. TO PATCH
ANY REMAINING OPENING WITH 8"
CMU AND TO STUCCO (AS
REQUIERED).
-REFER TO FLOOR PLAN FOR EXACT
LOCATION OF WINDOWS.
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
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BY
A 4.2
k' , + \ +,
SEAL +`
Drawings and Specifications as instrument of
MR & MRS LANG
service are and shat remain the properly 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 writing and with the
DEBBIE & JOHN LANG
appropriate compensation to the Architect.
5941 SW 86 ST
Reproduction of drawings and
SOUTH MIAMI, FL. 33143
specifications without the written consent of
CONTACT: DEBBIE LANG
the Architect is prohibited.
PHONE: 305.665.2894
NORTH & SOUTH
SCALE: 1/4'= VV'
ELEVATION
DATE: 10/04
DRAWN: CAP
A 4.2