09-588-003+37' -00"
STAIR ROOF.
EXISTING 8" MA5ONR
WAL
+ 25-00"
THIRD FLOOR.
EXISTING CONCRTTI
BEAM REFER T(
STRUCTURAL DWG;
EXISTING 8' MASONR
WAL
AL
+12 1-0011
5ECOND FLOC
EXISTING CONCRTT
BEAM REFER T(
STRUCTURAL DWG:
EXISTING 8' MA50NR
WAL
+0 1-0011
GROUND FLO(
A5TM A -'
lux ..x
d'
— EXISTING CONCRETE
SLAB REFER TO
5TRUCTURAL DWG5
DNCREI"E
R TO
\L DWGS
EXISTING CONCRETE
SLAB REFER TO
STRUCTURAL DWG5
ONCRETE
R TO
aL DWG5
O
CO
r•. .
. r.
r•
ELEVATOR SHAFT ( PLAN VI EW)
5CALE: 1/2"= l'-011
m
CONCRETE OR CMU WALL FILL CELLS
SOLID W/ CONCRETE AT HOIST BEAM
TO WALL CONNECTION (BY OTHER).
W12X 19
1/4"
,V2" 5TIFFERNER PL
G"xG ")�/2' STEEL ANGLE
WELDED TO 5TL BEAM
51DE VIEW
(fYP
ATOP, PIT WALLS SLAB
EXTRUCTURAL DRAWINGS)
ELEVATOR SUMP
PIT COOVER.
)EE DETAIL 4/5 -2.
PLAN VIEW
zx ly
G "xG "X/2' STEEL ANGLE
WELDED TO STL BEAM
V2" 5TIFF ERN ER PL
(2) 3�4VXG �" 5.5 WEDGE ANCHOR
FROM VIEW W/5 "MIN. EMB. INTO
CONC.Fc'= 3000P51 MIN.
EXISTING WALL-
EXISTING ELEVATOR PIT WALL
3 ELEVATOR PIT LADDER
CJ —2) 5CALE: 3/4 "= P-0"
D.
ALL
(ELDED
ATE
IED
NOTE:
BLOCK CELLS AT
ANCHOR BOLTS TO BE
FILLED WITH STRUCTURAL
GROUT BY OTHERS
A/5-5.
P)
GALV. STEEL STRINGERS
_EEL BAR ENDS
PLATE
TEEL BAR
STRINGERS
YP)
ELEVATOR SHAFT (TY P.) 2 H015T BEAM TO WALL CONN. DETAI L5 ''
SCALE: 112"= 1' -0" _ 2 SCALE: 1- 112"= I' -0" CITY OF SOUTH MIAMI
BUILDING DEPT.
(1) KWIK BOLT II BY HILTI TRUCTURA S CTION
318 "OX2" MIN. EMB. 10 "x3 "x1 12 "X2" LONG STEEL GALV.
BRACKETS FASTENED TO WALL t APPROVED BY: -•
ASTM A -3G STEEL FLAT BAR
x WELDED TO SIDE RAIL @ 4' -0" OC.(Y`P)
I'J"x 18" LONG @ I" O.C. //IjnW /Jj
u.�
PIT COVER /FRONT VIEW
SCALE: 1 -1 12 "= 1' -0"
ASTM A -3G STEEL FLAT BAR
(2) FLAT BAR 4 "xi "x 18" LONG.
ASTM A -3G STEEL FLAT BAR
I i "x 18" LONG @ I" O.C.
ASTM A -3G STEEL FLAT BAR
18' LONG @4" O.C.
ASTM A -3G STEEL FLAT BAR
(2) FLAT BAR 4 "xg "x 18" LONG.
4 ELEVATOR SUMP PIT COVER
5 _ SCALE: 1 -1 /2 "= I ' -0"
5 E
S -2
=EP,
TO STRUCT. DWG5.
LEVATOR PIT LADDER
5CALE:3 /4 "= I' -O"
f
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