00-0135-003 REVISIONS BY
ELEVATION KEY NOTES- W
04/04/00 i
0
U
I. LIGHT TEXTURE STUCCO
2. 3x8 RAFTER (STRUCTURAL GRADE) o
VI
3. FLAT CEMENT TILE 'FRENCH CHATEAU STYLE" (TYP. 2
W
4. LINE OF FINISH FLOOR (LIVING AREA)
5. LINE OF CONCRETE TIE BEAM.
6. 4x12 STRUCTURAL WOOD BEAM (SEE STRUCT. DWGSa 3
-1, 4x10 STRUCTURAL WOOD BEAM (SEE STRUCT. DWGS.)
8. SMOOTH STUCCO MOULDING. o
(SEE MOULDING PROFILE "X-) 12 1— W 00 cn
9. 6x6 P.T. WOOD POST (SUBMIT SHOP 01;UUI 6GS t0 ARCH. FOR 6 F 0)
REVIEW PRIOR TO INSTALLATION. 5 N O (0 0) 3
10. ----------------------------------------------- TOP OF T.B. O
11. ----------------------------------------------- -------------------------------------- ---- ----------------------------------- ---- -------------------------------------------------- TOP.OF TB I 1� O (�
ELEV= +19'-9" ELEV. +19' 9" I- P7 O O
12. 1's" x 4" SMOOTH STUCCO BAND --- --- -- --- - ----- ----- - 2'-0" 2 N L O o
13. OPERABLE METAL SHUTTER (MFR. TO SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW 1 8 Tj (O.HJTYP.) Q �i j O O °
PRIOR TO F,45RICATION.) 3 6 � C) O L L
h
14. LINE OF TOP OF PREFAB FLOOR SYSTEM
9 W 1Y K ^ z V) !2
15. 42" HIGH WOOD RAILING TO COMPLY W/ SAFEGUARD NOTES (SECTION 2305.1 SF.B.C. DADE COUNTY 13 0 %--1, Z m
EDITION.) MFR. TO SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW PRIOR TO FABRICATION. 14 _ -J O W o
16. SMOOTH STUCCO FINISH ~ Z v J
5 15 12 1
11, LINE OF BOTTOM OF PREFAB FLOOR SYSTEM _ —}'o 0 0 X _
0
TOP OF BEAM O W 11
0
18. ----------------------------------------------- N 3 -
-----------------
19. 4'-0" HIGH MASONRY BLOGG WALL ELEV. +10'-4" W U
Z -------------------------------------- ----------------------------------------- TOP OF BM <
-------------------------------------------------
20. METAL LIGHT FIXTURE (PAINTED BLACi�V MFR TO SUBMIT SHOP DWGS. TO ARCH. FOR Q 8 =_______= ELEV. +9'-2" � Z
REVIEW PRIOR TO FABRICATION. 18
-------------- --------------- 9
21. ----------------------------------------------- 11 0
2 0
23. WOOD GATE (MANUFACTURERES TO SUBMIT SHOP DRAWINGS 9 20 S 10 311 H 0 d b ®o =
W
TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION) 25
5
24. V2"x 2" STUCCO BAND '- "
LD
24
-AT 25. 6'-O" MASONRY WALL _
y '� 25 0
I
O H
24 =
4
W
a
19
FIN. FLOOR � 13 � °t W
V. +0'-0" 0
3
N 0
_
16
23 23 0
c
N
C
)E
1" FRONT ELEVATION 1/4 "
1�
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z
m O 0
Lu
n °
1/2" 1/2" V
3 � � � <
a
a W
3 12 � `
5 N °
U
0
La
^ a
4i W
W
sTOP OF 7.8. 70P OF T.B. °
ELEV= +19'-9"
ELEV- +19'-9" "'
- ------ ------- V
<
6 O.HJTYP.)
2 �
Lij �E]F-] L '
cn
9 i.e._ O z
a
W
mu
12 14 �— _
12 h
_
15 3
a
TOP OF BEAM 5 TOP OF BEAM W
Li........l........ I F-ED I * — *ELEV. +10'-4" ------------------------------------------
---- ELEV. +10'-4"
-
-------------------------------------------------- - -- ----------------------------------------- TOP OF BEAM 3
8 ELEV. 9'-2" REVERSE N
to
12 Q MODEEIL A
Wr-14 w
1 1 ~ o ,-
SCALE 0
12 12
4 CHECKED BY 0,�, o
U
FIN. FLOOR N
FIN. FLOOR m DRAWN BY =
ELEV. 0'-0" 01-011w cn
ELEV. >
iR
DATE Oho/01/99
J
`'' JOB 9628 H cn
CL
READ' ELEVATION 1/4 "
a SHEET
Q
W
A-3 a
W
W
_
S OF SHEETS W
0
i
yi
ARCRN° 3712