09-588-001STAIR ROOF
+37' -0" T.O.5LAB.
EXISTING 8" MASONRY-
WALL. BY E. 0. R.
THIRD FLOOR.
+25' -0" T.O.5LAB
EXISTING 8" MASONRY-
WALL. BYE. 0. R.
SECOND FLOOR.
+ 12'-0" T.O.5LAE
EXISTING 8' MASONRY
WALL. BY E.O.R.
GROUND FLOOR.
+0' -0" T.O.SLAB.
1x36. -S".
EXISTING CONIC. ROOF SLAB.
3/4 "X3/4'7(0.083 STEEL TUBE
PICKETS @ 4" O.C., TYP,
•
C
5 -2
1 /8" PLATE RISER WELDED
TO STEEL PAN @ 2" OF
WELDED @ 24' OC
DIMENSION TO REJECT A 4" 0
OBJECT AT ALL PICKETS (TYP.)
34" H. ABOVE NOSING I -J" 5CH. 40
STEEL PIPE HANDRAIL ANCHOR
TO GUARDRAIL @ OPEN SIDE
TUBE POST I@ 4''03 O.C., TYP.
0
D d o
i
N
34" H. ABOVE NOSING I -�" SCH. 40
STEEL PIPE HANDRAIL ANCHOR
TO GUARDRAIL @ OPEN 51DE
C
DIMEN5ION TO REJECT A 2" 0
OBJECT AT ALL PICKETS (TYP.)
lo,' 34" H. ABOVE NOSING I -4" SCH. 40
STEEL PIPE HANDRAIL ANCHOR
! "'• - r` '> ,JO GUARDRAIL @ OPEN 51DE
DIMENSION TO REJECT A 4" 0----/
OBJECT AT ALL PICKETS (TYP.)
314 "X314 "X0.083 STEEL TUBE
PICKETS @ 4" O.C., TYP.
34" H. ABOVE NOSING I -J" SCH. 40
STEEL PIPE HANDRAIL ANCHOR
TO GUARDRAIL @ OPEN SIDE
I
TUBE POST@ 4'! S
0' O C STEEL
�
0
A
N 5 -I
0
JEXISTING CONC. SLAB
1/-ON GRADE.(BY EOR)
TYPICAL SECTION OF 5TA1 R # I
5CALE:3 /8 "= 1' -0"
XI5TING 8" MASONRY
WALL. BY E.O.R.
INTERM. LANDING
- 16 -4' T.O.SLAB.
EXISTING 8" MASONRY
WALL. BY E.O.R.
u
INTERM. LANDING
+5' -9" T.O.5LAB.
EXISTING 8" MASONRY
WALL. BY E.O.R.
DIMENSION TO REJECT A 4" 0
OBJECT AT ALL PICKETS (TYP.)
STEEL DIXIE CAP 1 -5/8 "X 1/2 "4 F.B. 1-112"X 112"
34" H. ABOVE NOSING I -4" SCH. 40
STEEL. PIPE HANDRAIL ANCHOR
TO GUARDRAIL @ OPEN SIDE
515"0 SOLID BAR
I- 112"X I- 112"X311 G' STEEL
TUBE POST @ 4' -0" O.C., TYP.
314 "X314 "X0.083 STEEL TUBE
PICKETS @ 4" O.C., TYP.
I -1 12 "X 112" BOTT. STEEL RAIL
1 /8" PLATE RISER WELDED
TO STEEL PAN @ 2" OF
WELDED @ 24" OC
MC 1 0X8.4 STRINGER (TYP.)
MAX. SPAN OF 9 -0"
MCI OX8.4 STRINGER (TYP.)
MAX. SPAN OF 9 -0"
3 "X3 "X 1/4" ANGLE,
G" WELDED TO STRINGER
AND BOLTED TO FLOOR
WITH (2) KWICK BOLT II
BY HILTI 518 "0X4" MIN. EMB.
a- a
a
DETAIL e5- SCALE : 3/4" = P -0"
2
S -1
STEEL DIXIE CAP 1-5/45"X 1/21 PB 1-1/2'% 1 /2"
34" H. ABOVE NOSING I -J" 5CH. 40
.STEEL. PIPE HANDRAIL ANCHOR
TO GUARDRAIL @ OPEN SIDE
I -1 12 "X I -112"X311 G" STEEL
TUBE POST @ 4' -0" O.C., TYP.
-- (TYP) 3/4 "X3/4 "X0.083 STEEL TUBE
PICKETS @ 4" O.C., TYP.
I -1 12 "X 112" STEEL PLATE BOTT. RAIL
(TYP 3/1 G"
(TYP 3/ I G"
A" PLATE RISER WELDED
311 G" (TYP) TO STEEL PAN @ 2" OF
WELDED @ 24" OC
MC I OX8.4 STRINGER (TYP.)
MAX. SPAN OF 9 -0"
7000**" DIMENSION REJECT A rr .)
OBJECT AT ALL L PICKETS (TYP.)
DETAIL
SCALE : 3/4" = 1' -0" S -1
3/1 G" TYP
ZRO-1
c
O
N
DETAIL 2
SCALE : 3/4" = P-O" S -1
HAND RAIL 51DE VIEW
5CALE:3" = P -0"
1 '" 0
MOUN
G" CITY OF SOUTH MIAMI
BUILDING DEPT.
ACE OF WALL
1NI5H APR(
2" RETURN HANDRAIL O.'
'0 WALL AT END TYP.
4° 0 STEEL PIPE HANDRAIL
,COUNTED AT 34" AFF
SECURE BRACKET TO WALL
W/ 1/2" 0 CARBON STEEL
KWICK BOLT II X4" LONG
HAND RAIL TOP VIEW ^ �;,.�:•� ►sF�. °N•e/
5CALE:3" = P -0"
J
Deru $p ano
r\
P.E. 56902 - S.I.2046
rCV151on5:
date
I55Ued _
drawn
checked
project no,
C
co �
rn
�M EE
cn
N C1
i
Q.
^ �
w
L
�
C) o 6
CCxx 2
za
Q
Lo
L u a
Cal
Cu
a a
a
Z
o
w
''^^
VJ
N
L
a) W
Z
+�+
N
0
J
U
M
~
0
m
w
.�
+�
(n
L °
CV
a
fn
Q)
�-
� °
L
z
z.-
z
z
0
CD `-°
w
0
U)
ti
❑
o
Ci
�<: t
tL1
>
L
a '
IL
Solver Structural
date
I55Ued _
drawn
checked
project no,
(n
Z_
Q
aU
J
_Z
�
0
O
Q)
�
m
(L
m
o
N
tL1
>
L
Lu
G
�
O�
In
W
In
(n
iw-
E
ca
c
O
date
I55Ued _
drawn
checked
project no,