09-184(2)-006I
_ ,
-------------- --------- -- ---- - --
SUPPORT CABLES 6 STRUCT. CONC. CAP (1=a
A-8.0 STRUCT. DWG' Y I
TOP OF BEAM = �� 9 �.
ELEV.: +10' 6" 1 A-8.0
PRE -CAST OVERFLOW ALL (REFER
SCUPPER. 1 1 0 STRUCT. D G.
6' ONC. STRUCT. SLAB (REFER
I
I ,
-------- ^ /
/ TO STRUCT. DWG'S.).
7
TOP OF BEAM DECORATIVE ALUM. CANOPY.
-----------------------------—---------
ELEV.: +9'-01
S
�10
2" STUCCO REVEAL W/
CO I
REMOVABLE VER I
8 NEW HURRICANE IMPACT
RESISTANT ALUMINUM PICTURE
WINDOW SYSTEM.
NEW DROP CEILING
AS SCHEDULED. —
NEW DROP CEILING n �\
AS SCHFDIII FD- I I
I
o I
°O DENOTES EXISTING
8" C.M.U. WALL.
i
EXISTING WOOD TRUSSES.
NEW STANDING SEAM
METAL ROOFING SYSTEM.
CONTINUOUS METAL
GUTTER.
—\ -- 1
1 1
1 �8-
EXISTING STRUCTURAL.
TIE BEAM.
FRAME(REFER
NEW HURRICANE IMPACT RESISTANT 8
ALUMINUM PICTURE WINDOW SYSTEM.
EE
{ MARBLE SILL TO BE
SELECTED BY OWNER.
STUCCO FINISH (TYP.).
r4j" Of�f�����
STONE VENERR TO BE
j1 _ I!�MAR 111
�{a
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CLOSET
I
EXISTING��L�
SELECTED
TOP OF BEAM SPOUT NOZZLE
Nor
KOTA
-
PATCH STUCCO TO MATCH
1 1
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`=�'1`!�!�;
—� �''��'
sue'+J �T�.1i�v�rizi�
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3�:
1 BUILDING SECTION
A-5.2 (SCALE: 1/2" = 1'- 011
)
2'-6-
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ACCESS CEILING HOLE TO BE 1"
SMALLER THAN CEILING COVER.
2 SURGICAL LIGHT MOUNTING DETAIL
A-5.2 (SCALE: 1 1 /2" = 1'- 011
)
pal
AREA ABOVE SURGICAL LIGHT TO
BE LEFT FREE OF OBSTRUCTIONS
TO ENSURE PROPER
SUBSTRAIGHT ASSEMBLY.
3/8" DIAM. x 2-1/2" EMBEDED KWIK
BOLTS.
—- 2" x 2" x 3/8" x 6" LONG STEEL
I ANGLE.
I /
I /
1/2" DIAM. BOLT W/ LOCKWASHER
AND DOBLE HEX NUTS (TYPICAL).
I
t BOTTOM OF EXISTING STRUCTURE.
I /
I
f 2-1/2" x 2-1/2' x 1/2" x STEEL ANGLE.
I /
I /
I /
t 2" x 2" x 3/8" (LENGTH AS NEEDED)
/ STEEL ANGLE, ACTING AS LATERAL
I /
/ SUPPORT BRACING.
I /
i 2" x 2" x 3/8" x 32" LONG STEEL
/ ANGLE.
I /
I /
I /
I /
1/2" DIAM. BOLT W/ LOCKWASHER
AND DOBLE HEX NUTS (TYPICAL).
I /
I /
2" x 2" x 3/8" x 36" LONG STEEL
ANGLE. (FINAL LOCATION TO BE
DETERMINED IN THE FIELD)
ACCOUSTICAL CEILING SYSTEM.
INSTALL DOWN TUBE ON THREE
BOLTS AND SECURE WITH THREE
3/8" LOCKWASHERS AND 3/8" x 16
HEX NUTS.
THIS SURFACE SHOULD BE FLUSH
WITH BOTTOM OF CEILING
SURGICAL LIGHT FIXTURE (FINAL
LOCATION TO BE DETERMINED ON
SITE)
2'-8"
CEILING PLATE PLAN & MOUNTING
FRAME PLAN
" x 3/8" (LENGTH AS NEEDED)
L ANGLE, ACTING AS LATERAL
'ORT BRACING.
56 DIA. MOUNTING HOLES.
2" x 3/8" x 32" LONG STEEL
'LE.
2" x 2" x 3/8" x 36" LONG STEEL
ANGLE. (FINAL LOCATION TO BE
DETERMINED IN THE FIELD)
ci'rY or -sou a h11.1&1
81JR-01tio C),.:p r.
s fRUC' IFURA1- 5 rc; rlr��t
-PROVED BY:
Heery International Inc.
811 Ponce De Leon Blvd.
Coral Gables, FL 33134
TEL: (305) 441-1556
FAX.(305) 445-2374
http://www.s-garchitects.com
AA 0002293
EB 0005176
Project Number
0723701
Consultants
G.V. PIREZ
STRUCTURAL ENGINEERS
7315 S.W. 87th AV
MIAMI, FL 33173
TEL: 305-412-2200
Consultants
DESIGN ONE
CONSULTING ENGINEERS
809 S.W. 8 STREET, No. 200
MIAMI, FL 33130
TEL: 305-860-0384
OFFICE TENANT
IMPROVEMENT FOR
DR. ILEANA R.
PEREZ — QUINTAIROS
6310 SUNSET DRIVE
MIAMI, FLORIDA 33143
Revisions Date
8 OWNER CHANGES 12-08-2010
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Issue:
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03-04-09
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Date:
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01-12-09
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Sheet Index:
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BUILDING
SECTION AND
TYPICAL WALL
SECTIONS
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Sheet Number:
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