02-930-03013
904
F_ — _-
TOP OF PARAPET
- ARCH. ELEVATION 59'-6"
TOP OF ROOF
ARCH. ELEVATION 56' 0"
OIL FIFTH FLOOR LEVEL
ARCH. ELEVATION 42'-10" y
FOURTH FLOOR LEVEL
ARCH. ELEVATION 30'-8"
04
m
THIRD FLOOR LEVEL
ARCH. ELEVATION 22 =11=
-- _
71
t
1
y `1
Yd
v/
i SECOND FLOOR LEVEL
1
I
ARCH. ELEVATION 14'-0"
--
l
I �
I
Q�
/
GROUND FLOOR LEVEL
ARCH. ELEVATION +0'-0"
\
/
—
L— --
-- � J
4
�� _I
1
STAIR
SECTION
1/4"=1'—On
TOP OF ROOF
ARCH. ELEVATION +56'-0"
OIL FIFTH FLOOR LEVEL
Z_ ARCH. ELEVATION 42'-10"
w
z
O
-� TOP OF PARAPET
ARCH. ELEVATION 59'-6"
TOP OF ROOF
ARCH. ELEVATION 56'-0"
FIFTH FLOOR LEVEL
ARCH. ELEVATION 42' 10"
FOURTH FLOOR LEVEL
ARCH. ELEVATION 30'-8"
THIRD FLOOR LEVEL
ARCH. ELEVATION 2,4= `
I
AL
/
SECOND FLOOR LEVEL
i ARCH. ELEVATION 14'-0"
1
\
I
I '
I �
1
\
\
GROUND FLOOR LEVEL
ARCH. ELEVATION +0'--0"
STAIR SECTION FOR STAIR NO. 1
(STAIR NO. 2 OPP. HAND)
r
STAIR SECTION
1--1/2" C.- STI=�_-L
44NDRDR,41L
Q 2' -10" A.F.E.
MOUNTING BRACKET
CAST -IN -PLACE
CONCRETE UJALL
HANDRAIL INSTALLATION DETAIL
3"=1'—O"
TYPICAL HANDRAIL AT WALL
STEP DETAIL
1-1/2" O.D. STEEL
HAND RD RA 1 L
z 2'-10" A.1=.1
1"10UN7INS BRACKET
GAST- IN-PLAGEE
CONCRETE WALL
HANDRAIL INSTALLATION DETAIL
3"=1'-0"
4Z' I 42'
a �
I
I I
I
I I
I �
L------ ------
RAILING/STAIR DETAIL
1.5' OD STEEL PIPE
HANDRAIL MOUNTED TO GUARD RAIL
WITH B1RACKET5 AT EVERY 4'-0' MAX.
(qANDRAIL TO BE CONTINUOUS AT IN5IDE)
460)
2" OD STEEL PIPE
RAILING WELDED TO
STRINGER W/ I' VERTICAL PICKETS
SPACED a 4" O.C.
2' MIN. 3000 PSI CONCRETE
FILLED TREADS W! NON-
SLIP FINISH
12'X3/5' STEEL FL STRINGERS
14 CAA, STEEL PAN TREADS
AND RISERS
STEEL ANGLES WELDED
TO STRINGERS
3X3X1/4" ANGLE WELDED TO STRINGER
AND BOLTED TO FLOOR SLAB
TEEL FL STRINGERS
=EL PAN TREADS
:iR5
00 PSI CONCRETE
READS 111/2 NON-SLIi-
3"=1'-0" NOTE: STAIR SHOP DRAWINGS TO BE SUBMITTED FOR ARCHITECTS APPROVAL
OWNER/DEVELOPER
THEPLAZA
Ric�d�a-mdnaon
COMPANY�
SUITE 400
4960 S.W. 72 AVENUE
MIAMI, FLORIDA 33155
305.662.1421
_
7300 S.W. 57TH COURT
CITY OF SOUTH MIAMI
SOUTH MIAMI, FLORIDA 33143
CHANDLER AND ASSOCIATES
ARCIHTW
�°. .. (:
JASON It C A �' N4,�16055
••• oy
5940 UTH _ T ^731F�»5 ET
SO . _" ;C)R�Ai ,31143 `'
"�'7_ ` �� 3^
�t .669-7 92
FAX s69-7r�
NO.
DATE
REVISION
NO.
DATE
REVISION
DRAWING TITLE
STAIR SECTION
AND DETAILS
SCALE:V4-=r-a
DATE: APRIL 16, 2001 100% C.D.
PROJECT NO: 9902.2
1
s-2c—o
TI-4-02
c-t:-os
RAMP / RESTROOM REVISIONS
WIND PRESSURES
CLIENT REVISIONS
3
DRAWING NO:
A 601
cormalu m