01-0065-003 i
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ELE Y ATIOl�l KE" I�IOTEJT REVISIONS BY
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1. LIGHT TEXTURE STUCCO
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2. 3x8 RAFTER (STRUCTURAL GRADE) in
3. FLAT CEMENT TILE "FRENCH CHATEAU STYLE" (TYP-)
a
4. LINE OF FINISH FLOOR (LIVING AREA) Z
5. LINE OF CONCRETE TIE BEAM.
3
0
6. 4xI2 STRUCTURAL WOOD BEAM (SEE STRUCT. DWGS.) 3
1. 4x10 STRUCTURAL WOOD BEAM (SEE STRUCT. DWGS-)
ca
8. SMOOTH STUCCO MOULDING. 12 I— °
in
(SEE MOULDING PROFILE "A".) 6� 12 W 0 4
9, 6x6 P.T. WOOD POST (SUBMIT SHOP DRAWINGS TO ARCH. FOR
REVIEW PRIOR TO INSTALLATION. 5 N 0) Co 3
O
10. ----------------------------------------------- TOP OF T.B. _ r- 17 O N a OIL tOP.OF tB -------------------------------------------------- ---- ----------------------------------- - �\ O
11- ----------------------------------------------- ELEV. +19'-9" ELEV- +19'-9" O r
12. 1/2" x 4" SMOOTH STUCCO BAND 2 2'-0" N _ O °
13. OPERABLE METAL SHUTTER (MFR. t0 SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW (O.H./TYP.) 8 Q
PRIOR TO FABRICATION.) 6 (n O W
14. LINE OF TOP OF PREFAB FLOOR SYSTEM FU 9 � � � j Z m
15. 42" NIGH WOOD RAILING t0 COMPLY W/ SAFEGUARD NOTES (SECTION 2305.1 SF.B.C. DADE COUNTY 13 0 = J O U °
EDITION-) MFR. TO SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW PRIOR TO FABRICATION. L� W �
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16. SMOOTH STUCCO FINISH I 12 15 O — O
i-I, LINE OF BOTTOM OF PREFAB FLOOR SYSTEM
6 Z Q T Q C Z
18, CONCRETE SLAB W/ DECORATIVE 3X8 JOISTS 3 TOP OF BEA O W L- Q
(SEE STRUCTURAL DWGS.) ---=----=-----'-----=----=----------=--- W U
19. 4'-0" HIGH MASONRY BLOCK WALL TOP OF BM --- _ ______________________________________ ELEV. +10'-4" 00
-----------------------------------------------
20. METAL LIGHT FIXTURE (PAINTED BLACK) MFR. TO SUBMIT SHOP DWGS. t0 ARCH. FOR ELEV +13'-2"
--------------- --------------
REVIEW PRIOR TO FABRICATION. 1� J
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21. ----------------------------------------------- 2
8 12
20 13
22. ----------------------------------------------- 1. 9 S 1 0 3 1 1 H O d d MEMO z
W
23. WOOD GATE (MANUFACTURERES TO SUBMIT SHOP DRAWINGS z
TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION) A,_
24. 1/2"x 2" STUCCO BAND 24
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25. 6'-0' MASONRY WALL 0
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(A`r Li
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24 4
13 19 FIN. FLOOR F-
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16 m
23 23 0
F-11RONT ELEVATION 1/4
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I/2" I/2" 3 j-1— �
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1� -W
TOP OF T B. TOP OF T.B. °
- ------------------------------------------------------------------------------ ------------------ U'
ELEV= +19'-9" ELEV= +19'-9"
--- ----------- ------- -------- --------
121-011 0
cn
(O.HJTYP. 6 Q Q
2 n !-!_ Z
U 5
a
14
12 p[
1� Lu _In
n
12 = 5
TOP OF BEAM 5 • 6 TOP OF BEAM w
15 - _
---------------------------------------------- ------ - ( 1
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CQ
LEV. +10'-4" ----------------------- ELEV. +l0 4 t.! 3
OILTOP OF BEAM ----------------------------------------- -- ----------------------------- � �
ELEV. V-2" ° REVERSE In
17 $ Q
t
F0 ,2 Q MODEL A a
C14 LM 1 �
SCALE J/411=1 1-0"IL
LE
4 12 0
CHECKED BY �,�, o
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Ln
oc FIN. FLOOR Lu LLj Lj Lu FIN. FLOOR 00 DRAWN BY =
tn
ELEV. O'-O" ELEV. 0'-0"
In
DATE 02/01/00
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o JOB c3(O 2S W
1REA1R ELEVATION 1/4 " � x
SHEET
d m
A_3 W
W =
J a.
LL W
OF SHEETS `-n
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ARCH. No 7 7 1 2