01-0066-003 = = _ REVISIONS BY
ELEVATION EKE�I' 1 OTE5r
W
N
Z
O
U
1. LIGHT TEXTURE STUCCO --_ _ _-_
2. 3x8 RAFTER (STRUCTURAL GRADE)
3. FLAT CEMENT TILE "FRENCH CHATEAU STYLE" (TYPa
W
I
a
4. LINE OF FINISH FLOOR (LIVING AREA) W
5. LINE OF CONCRETE TIE BEAM.
6. 4x12 STRUCTURAL WOOD BEAM (SEE STRUCT. DWGS.) 3
7, 4x10 STRUCTURAL WOOD BEAM (SEE STRUCT. DWGS.)
8. SMOOTH STUCCO MOULDING. 12 W
(SEE MOULDING PROFILE "A") 12 —r° W 00
S. 6x6 P.T. WOOD POST (SUBMIT SHOP DRAWINGS TO ARCH. FOR 6
REVIEW PRIOR TO INSTALLATION.
5 V) 0 3
10- ----------------------------------------------- TOP OF T.B. I O d'
olb tOP.OF TB = f� O N CL
----------------- --------------------T---� -- ---- --------------------------- ---- -------------------------------------------------- +
11 ----------------------------------------------- ELEV- +19' 12 ELEV. 19 -9 O Z
I I
i E
12. 1/2" x 4" SMOOTH STUCCO BAND
Lo ( O a
2 N n 0 °
13. OPERABLE METAL SHUTTER (MFR TO SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW 8 (O.H./TYPa Q ^ 0)
Lo PRIOR TO FABRICATION.) 13 1 j Q W
Z
14. LINE OF TOP OF PREFAB FLOOR SYSTEM 9 W ry n I--, W
N
15. 42" HIGH WOOD RAILING TO COMPLY W/ SAFEGUARD NOTES (SECTION 2305:1 SF.B.C. DADE COUNTY 13 O u In Z
W O W
o
EDITION.) MFR. TO SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW PRIOR TO FABRICATION. 14 W U
a'
16. SMOOTH STUCCO FINISH 5 15 12 I Z —1
17, LINE OF BOTTOM OF PREFAB FLOOR SYSTEM �o O - O
Z Q o
Q z
18. ----------------------------------------------- TOP OF BEAM 3 O W L� >n
! ' O
19 ELEV. +10'-4"
. 4'-O" NIGH MASONRY BLOCK WALL -- ----------------------------------- � J U =
-------------------------------------- ------------------------------------------ TOP OF BM a
20• METAL LIGHT FIXTURE (PAINTED BLACK) MFR. TO SUBMIT SHOP DWGS. t0 ARCH. FOR
------------------------------- ELEV. +9'-2" °
REVIEW PRIOR t0 FABRICATION. 18 8
21. 17
-------------- -----------
0
H
22. ----------------------------------------------- 12
8 �
23. WOOD GATE (MANUFACTURERES TO SUBMIT SHOP DRAWINGS
Sl03lIH021 `d :: Z
TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION) - - = W z
25 5'- N ��
12
li "x 2" STUCCO BAND \ - - 24 0
24. s 7
25. 6'-O" MASONRY WALL � _ � 25 Z °
0 V)
1 -
`i c+l 19 24
91 0
ob FIN. FLOOR 13 W
ELEV. +O -O
03
cn z
16 Z
23 23 0
{n
FF'O T ELEVATION 1/4I
0
Ol
LA
0
O
W
a
i 111 m � Q x z
u W
' ' I 0
u i
I/2" I/2" 3 v ILL 4 %9 z
i � Z
tD J °Li
CL
+-}
i s 3 12 IL °
lu
II O
w o
w �
Q a
W
V W
j TOP OF T.B. ------------------------------ _ TOP OF T.5. ,.-,& �} o
ELEV= +19'-9" ---------------------- V- +19 -(a 1 11
O
O =
T O �
a
■S z
ro O.HlTYPa #F�LLI
2 LL a cl
9 `'— O O N
U
12 14 AC _
Lu 12 _ z
TOP OF BEAM 15 ° — 5 f--�
ELEV. +10'-4" - ------- ------------------------------------------=-- TOP OF BEAM N N
ELEV. +10'-411 ((� W
TOP OF BEAM c�
ELEV. V-2" o REVERSE
17 W
0
12 MODEL
Q A W
1
LOT 4 0
0
I
I °
SCALE
12 2 4 ° CHECKED BY
FIN. FLOOR � O.I=.
_ . FIN. FLOOR I DRAWN BY =
EL EV. O I-O 11 ELEV.
i DATE W
N
06/01/99
1 ' U
W �
9628 '^
a.
jREAR ELEVATION II a JOB
/� x
SHEET
( ! m
W
i W
IfI m A-3 x
LL z
!. u OF SHEETS
I
Ii
ARCH. No 7'7'1 2