00-1095-005 _ I i
ELEVATION KE� NDt�s. REVISIONS BY z
8
1. LIGHT TEXTURE STUCCO
2. 3x8 RAFTER (STRUCTURAL GRADE) s
3. FLAT CEMENT TILE "FRENCH CHATEAU STYLE" (tYP.)
4. LINE OF FINISH FLOOR (LIVING AREA) W
t=
5. LINE OF CONCRETE TIE BEAM.
6. 4x12 STRUCTURAL WOOD BEAM (SEE STRUCT. D(JGS.) 3
1. 4x10 STRUCTURAL W000 BEAM (BEE 87RUG7. DWGB.)
8. SMOOTH STUCCO MOULDING.
o
(SEE MOULDING PROFILE "A".) 6� 12 W
LLJ
0
9. 6x6 P.T. WOOD POST (SUBMIT SHOP DRAWINGS TO ARCH. FOR 0 c
I REVIEW PRIOR TO INSTALLATION. 5 ~ N 0) Co m
V) I 0
yid' i 10. -----------------------------------------------
OIL TOP OF T.5. = M O N
TGP.OF TB -- ----------------------------------- -----,----------
----------------------------- ELEY= +19'-9" 1— ►� O
------------------------------------------------------
O a
----- ----- L
12. 1/z'" x 4" SMOOTH STUCCO BAND 2'-O"
- ------- -------
2 N _ ►`� O
13. OPERABLE METAL SHUTTER (MFR t0 SUBMIT SHOP DWGS. to ARCH. FOR REVIEW (O.HJTYP.) 8 6 < � W
— O
PRIOR t0 FABRICATION.) - 9 W ^ Z
14. LINE OF TOP OF PREFAB FLOOR SYSTEM
15. 42" HIGH WOOD RAILING TO COMPLY W/ SAFEGUARD NOTES (SECTION 2305.1 SF.B.C. DADE COUNTY 13 p o LO W o In
EDITIONS MFR TO SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW PRIOR TO FABRICATION. T _ z v U
c� -j UJI
16. SMOOTH STUCCO FINISH 1 12 15 O — O �
11. LINE OF BOTTOM OF PREFAB FLOOR SYSTEM
CONCRETE 6 z � = X � Z
18. RE E BLAB W/ DECORATIVE 3X8 JOISTS 3 TOP OF BEA O W < O
n j U
I
(SEE STRUCTURAL DWCsSJ ELEV. +10'-4" tp W
19, 4'-0" HIGH MASONRY BLOCK WALL
� TOP OF BM ------------------------------------------ -------------------------------------- O {-
--------------------------------------------------
20. METAL LIGHT FIXTURE (PAINTED BLACK) MFR TO SUBMIT 8HOP DWG8. TO ARCH. FOR
ELEV. +9'-2" --------- 3
--------------- -------------- o
REVIEW PRIOR t0 FABRICATION.
21. ----------------------------------------------- 2 8 13 12 0
20 9
22. ----------------------------------------------- S 1 3 1 1 H ?J d :: Z
23. WOOD GATE (MANUFACTURERES t0 SUBMIT SHOP DRAWINGS o
12 - _ - 0
TO ARCHITECT FOR REVIEW PRIOR t0 FABRICATION) N -3
25
� � I � o
24. 1/2"x 2" STUCCO BAND 24 - Z I
� 25. &'-0" MASONRY WALL
L
13 FIN. FLOOR �-- Z
4
ELEV. +0'-0
� 3
oe
N i
z
16
r-f'ONT ELEVATION
3
'^^ - W
' !31
2
U.
I
Cn 0 m
—� }= c', o
I/2" 1/2"
3
i
a aj- s
E 1 612 3 � N
,,l j I
LLI
C9
a
TOP OF T_5. TOP OF T.5. U o
i ---------------------------------------------------
ELEv= +19'-9" ------ ELEY- +19'-9"
2 -01 --- ----------- ------- -------- -------- - ------- - - O
1
(O.I-4JTYP 6
_ 2
1L 4
_EE� I -Li L IEE IIJJ
f I _j _j I __j
9 S
`Y° 1
r 14 12 � (Y iE
6 12 CL
1 OIL TOP OF BEAM 5 . — . TOP OF 5EAMjjh ti
----------------------------------------------
ELEV. +10'-4° ------------------------------ ELEV. +1D'-4" 0 E
J1 TOP OF SEAM -- -
ELEV. 9'-2° o REVERSE _
H__/ 8 J
12 Q MODEL A Re
wr 1
I ; o
1 SCALE 1/411= 11-011 �
4 12 12 % CHECKED BY
i q 8
N
FIN. FLOOR L�j FIN. FLOOR m DRAWN BY =
I
ELEV. 0'-0" — — — — ELEV. 0'-0"
DATE 02/01/00
oJOB 9028
CL
REAR ELEVATION 1/4
SHEET
�- m
A-3
4 OF SHEETS
v
I
• �� L
air �s.E
Yx
ARCH. N 7 7 1 2
"