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1. L X-A4T TEXTURE STUCCO
2. 3x8 RAFTER (STRUCTURAL GRADE) _ o
3. FLAT CEMENT TILE ' I CHATEAU STYLE" (TYPE
-- W
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4. LINE OF FINISH FLOOR (LIVING AREA) W
5. LINE OF CONCRETE TIE BEAM. ^^^^^ ^^
6. 4x12 STRUCTURAL WOOD BEAM (SEE STM=. DWGSJ -
1. 4x10 STRUCTURAL WOOD BEAM IEEE STRUCT. OWGSJ
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8. SMOOTH STUCCO MOULDING.
12 I— °
(SEE MOULDING PROFILE "A"J 6(— 12 W
9. 6x6 P.T. WOOD POST (SUBMIT SHOP DRAWINGS TO ARCH. FOR 0
REVIEW PRIOR TO INSTALLATION. F- N G °
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10. ----------------------------------------------- TOP.OF TB ---- ------------------------- --------------- TOP OF T$. _ 00 N
11. ----------------------------------------------- ELEV. +19'-9•, ---------------------------------------------- ---- --------------------------------- - ---
-- ELEv- +19'-9" i-
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12. V2" x 4" SMOOTH STUCCO BAND 2 2'-O" - ----- ----'- - --- -- ------- ------- (� O
0
N ►� p
I.S. OPERABLE METAL SHUTTER (MFR TO SUBMIT SHOP DWGS. TO ARCH.FOR REVIEW (O.HJTYPJ 8 Q W
PRIOR TO FABRICATION.) 6 p W
14. LINE OF TOP OF PREFAB FLOOR SYSTEM 13 _ 9 W 0 ^ Z V)
15. 42 HIGH WOOD RAILING TO COMPLY W/ SAFEGUARD NOTES (SECTION 2305.1 SP.B•C. DADE COUNTY p O In W °
EDITION.) MFR TO SWE1MIT SHOP DWGS. TO ARCH.FOR REVIEW PRIOR To FABRICATION. 0
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18. SMOOTH STUCCO FINISH I 12 15 Z " -1 LLI
1-1. LINE OF BOTTOM OF PREFAB FLOOR SYSTEM 6�— O - O
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18. CONCRETE SLAB W/ DECORATIVE 3X8 JOISTS 3 � � _
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(SEE STRUCTURAL DWGSJ -------------------------------------- TOP OF BEAIy` J OU
19. 4'-O" HICsH MASONRY BLOCK WALL TOP OF 13M
------------------------------------------ -------------------------------------- ELEV. +10'-4" �p W[ILI
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\4w ELEV. +V-211
ZO. METAL LIGHT FDCTURE (PAINTED BLACK) MFR: TO SUBMIT SHOP DWGS.TO ARCH.FOR --------------- --------____-- --------- 8
REVIEW PRIOR TO FABRICATION.
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21. ----------------------------------------------- 2 8
13 12 W
22. 20 S10311H :DdV : z
23. WOOD GATE IMANUFACTURERES TO SUBMIT SHOP DRAWINGS /— z
TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION) 12 24 ",.- /„ 25 Z4. ti x Z STUCCO BAND Z =
25. 6�'-O” MASONRY WALL = O Ln 4 a La
13 FIN. FLOOR O ul
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TOP OF BEAM 5
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ELEV. +10'-4" ----- ------- _
ELEV. -10'-4"
TOP OF BEAM -------------------------- --------------- o
ELEV. V-2" U L 3 REVERSE
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