00-0804-003 REVISIONS BY
ELEVATION KEY NOTE5;.
U
1. LIll TEXTURE STUCCO
2. US RAFTER (STRUCTURAL GRADE)
3. FLAT CEMENT TILE TRENC44 CHATEAU STYLE" (TYPJ
4. LINE OF FINISH FLOOR (LIVING AREA)
5. LINE OF CONCRETE TIE BEAM.
6. 4x12 STRUCTURAL U4100 BEAM (SEE STRUCT. DWGIS-)
1. 4x10 STRUCTURAL WOOD BEAM (SEE STRUCT. OWGO-) 3
S. SMOOTH STUCCO MOULDING. 12 0
(SEE MOULDING PROFILE "A".) LLJ CO
9. 12 LLJ 0)
6x6 P.T. WOOD POST (SUBMIT SHOP DRAWINGS TO ARCH. FOR 61 �
CN 0)
REVIEW PRIOR TO INSTALLATION. 0) co
10. ----------------------------------------------- oc TOP OF T.B. ---------------------------------------T— --------- ---- --------------------------------------------------- TOf-,OF T5 0 N
0
11. ----------------------------------------------- '- ELEV= +19'-g' ELEV. 0
- ----- - ---- ----- Ln
I (D
x 4" SMOOTH STUCCO - ------------------------ ------
CCO BAND 2'-0"
2 N
13. OPERABLE METAL 84-UTTER (MFR. TO TO SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW Jill
0
PRIOR TO FABRICATION.) U) cf) !Q
14. LINE OF TOP OF PREFAB FLOOR SYSTEM
Lij z ig
15. 42" HIGH WOOD RAILING TO COMPLY W1 SAFEGUARD NOTES (SECTION 2305.1 SF.5.C. OADE COLNTY _j 0 W
14
EDITICW MFR. TO SUBMIT SHOP OWLS. TO ARCH. FOR REVIEW PRIOR TO FABRICATION. L. Lj n
� z
:j-
W
16. SMOOTH STUCCO FINISH 12 0 0
LINE OF BOTTOM OF PREFAB FLOOR SYSTEM Juu z I-- x �
< z
CONCRETE BLAB W/ DECORATIVE 3X8 JOISTS CE
3 o 0 Eli o
(SEE STRUCTURAL OWGSJ oLTOP OF BE,4M --------- ell x
4'-0" HIGH MASONRY BLOCK WALL -------- --- -- - ---------------------------------- Li
-------------- TOP OF 5M 0
ELEV.--------------------------------------------------
-u— u u u u u L z
20. METAL LIGHT FACTURE (PAINTED BLACK) MFR. TO SUBMIT SHOP DJ TO ARCH. FOR u u u
--------------- r----------------
REVIEW PRIOR TO FABRICATION.
21. -----------------------------------------------
2
12
22. ----------------------------------------------- S 10 3 11 H 0 d V mono
j i 0 IA
23. WOOD GATE (MAIIIII&FACTURERES TO SUBMIT SHOP DRAWINGS
TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION) 12
00
24 z
24. V3"x 2" STLICCO BAND iLLL i
02
25. 6'-0" MASONRY WALL
4 (q 24
mL FIN. FLOOR
ELEV. +0'-o" 1 01
E 23 j
7 L
[�RONT ELEVATION
0
O
o
x
1/2 W/2'. 3
>
12
-j LU
La
12
MOULDING FROFILE6 3 = 1 0
TOP OF TB. TOP OF T.B.
E
0 0
LEV= +19'-9" -------------------------------------------------------- ----- ------------------------ ---------------------------------------------
u u u u u u u u u u 13- u u u ILI
------- - ------- -------- - ------- -----------
EL
FILL=
I EI-7 li I Lil! J ILL
U-
-7
2 O Q
Lu JUJU UJU 12
14 +-4
12
AL TOP OF BEAM TOP OF BEAMS
"FELEV. +10'-4" zz ELEV, +10'-4" x
---------------------------------------------------- ----------------------------------------- TOP OF BEAM -
ELEV. REVERSE
12 i, ! MODEL A
Wr-13
SCALE 1/4 =1 --011 T,
12
Kk CHECKED BY O.f=.
FIN. FLOOR DRAWN BY
FIN. FLOOR f-Iii U.J
ELEV. 0'-0" ELEV. O'-O"'V 9 !2
(D DATE O5/20/9S
JOB
CaL
REAR ELEVATION 1/4 0 w
SHEET
x
A-3 cc
Q OF SHEETS
MCK N 7 7 1- 2