08-1272-043(3) "O A325 —
A BOLTS IN
S -11 HORIZONTAL
SLOTTED HOLES.
�It
•
TYP.
ris• •••
• a
•GY••
Y••
IT�4` PARAPET
PLATE W/4 J" O
x 6"
i•G i •
w• v
•
� o
i i •
• •
G
r/G•Y•
HOOK AFTER DEMOLISHING THE
W14 B -1
+ i3• •U•` i
• U
0100
i • •
TO EMBED PLATE.
ELEV. +12' -2Y2"
•u ••
w F f
• i•
G
0
4
OIL ELEV. +12' -0"
" • r
F ••v
v u•
s
2" LWIC MINIMUM —
OVER EPS HOLEY
INSULATION BOARD.
EPS (HOLEY
INSULATION BOARD)
1.5B STEEL DECK
NEW 8"x8"
CONC. CAP W/
2 #5 CONT:
#5 0 40" c/c
ANGLE —B
TYP r
3�
18K STEEL
JOIST
UPLIFT —°-
BRIDGING
L 1 "x1 "x/ "
C4
ANGLE —B:
L4 "x4 "x Y4" CONT. W/ Y2" O HILTI
KWIK BOLT 3 EMBEDDED 0' -4 ".
INSTALL BOLTS AT 30" O.C.
CENTERED BETWEEN JOISTS. ANGLE
B SHALL BE WELDED TO JOIST. IF
BLOCK, FILL CELLS WITH CONCRETE.
SEE DETAIL C /S -9 FOR BUCK IF-
REQUIRED TO INSTALL NANA WALL,
SEE ALSO NANA WALL SHOP
DRAWINGS.
f
CEILING
EXTENSION
#4 @ 18" C/C INSTALLED IN 3"
DEEP HOLES DRILLED INTO
EXISTING SLAB AT MID —DEPTH
USING EPDXY G5 (BY REDHEAD).
TYPICAL. NOA # 04- 0405.01
EXISTING SLAB
ON GRADE —,
,.
CMU WALL l�
BEYOND.
SECTION A
NOTE:
STEEL DECK
NOT SHOWN JOISTS AND DCLARITY. A DETAIL
S -11 SCALE V=V-011
..10
3!,
CONTIMUOUS I�
(7� SECTION
S-11 SCALE 3/4 " =1' -0"
GROUT CELL
ELEV. +9' —B"
T.O. NEW T.B. 't`
ELEV. +8' -8" ,L
B.O. NEW T.B. V
T.O. NEW WINDOVv
701
ELEV. +14' -0"
'r T.O. PARAPET
GROUT CELL
ELEV. +12' -2Y"
T.O. NEW JOIST
�. ELEV. +12' -0"
'r T.O. NEW T.B.
PL 6"x8"x3/8" WITH
2-1/2"o x0' -5" LONG
STUDS, OFFSE]' STUD
LOCATION TO MISS BEAM
TOP STEEL (TYPICAL).
NEW B -3
=LEV. +8'—
B.O. BEAM
CONCRETE COLUMN
BEYOND
NOTCH SLAB AS
NECESSARY TO INSTALL
NANA WALL. SEE NANA
WALL SHOP DRAWINGS
NEW 4" CONCRETE
SLAB W/ 6"x8"
THICKENED EDGE
ELEV. +0' -0"
FINISH FLOOR
EXISTING CMU
EXISTING FOOTING
16 "x10"
2" LWIC MINIMUM
OVER EPS HOLEY
INSULATION BOARD.
EPS (HOLEY
INSULATION BOARD)
1.513 STEEL DECK —
W1 4x22
PARAPET
BEYOND
18K STEEL
JOIST
SEE DETAIL A /S -11
FOR CONNECTION.
ANGLE —A:
L6 "x4 "x Y4" CONT. W/ Y "O HILTI
KWIK BOLT 3 EMBEDDED 0' -4 ".
SPACED AT 20" C /C. IF BLOCK,
FILL CELLS WITH CONCRETE.
EXISTING SLAB ON
GRADE
NEW 8 "x8" CONC.
CAP W/ 2#5 CONT.
�
EXISTING MODIFIED
PARAPET
I
TYP.
I 3/` ANGLE —A -
t
I
HSS 2Y "x2Y2 "x/j6"
5 "x5 "xY4" EMBED PLATE
o •' WITH (2) J" O HEADED
STUDS
NEW C12x30��
B -1
N
MASONRY WALL
BEYOND.
j EXISTING -
FOOTING
16"X1 o"
1 SECTION
S -11 SCALE 3/4 " =1' -0"
• r u w
•L• ••• wsv •
• • Y •
• G
9 "x9"xj" THICK
EMBED
IT�4` PARAPET
PLATE W/4 J" O
x 6"
REINF. TO BE CUT TO
PROPER
LONG. HEADED
STUDS.
""
4 x9 x�" PLATE
FOR NEW
HOOK AFTER DEMOLISHING THE
W14 B -1
J" O 6" LONG. HEADED
STUDS.
WELDED
TO EMBED PLATE.
ELEV. +12' -2Y2"
B -1
0
4
OIL ELEV. +12' -0"
t
T.O. NEW T.B.
EMBED PL.
CONC. BEAM.
,.
CMU WALL l�
BEYOND.
SECTION A
NOTE:
STEEL DECK
NOT SHOWN JOISTS AND DCLARITY. A DETAIL
S -11 SCALE V=V-011
..10
3!,
CONTIMUOUS I�
(7� SECTION
S-11 SCALE 3/4 " =1' -0"
GROUT CELL
ELEV. +9' —B"
T.O. NEW T.B. 't`
ELEV. +8' -8" ,L
B.O. NEW T.B. V
T.O. NEW WINDOVv
701
ELEV. +14' -0"
'r T.O. PARAPET
GROUT CELL
ELEV. +12' -2Y"
T.O. NEW JOIST
�. ELEV. +12' -0"
'r T.O. NEW T.B.
PL 6"x8"x3/8" WITH
2-1/2"o x0' -5" LONG
STUDS, OFFSE]' STUD
LOCATION TO MISS BEAM
TOP STEEL (TYPICAL).
NEW B -3
=LEV. +8'—
B.O. BEAM
CONCRETE COLUMN
BEYOND
NOTCH SLAB AS
NECESSARY TO INSTALL
NANA WALL. SEE NANA
WALL SHOP DRAWINGS
NEW 4" CONCRETE
SLAB W/ 6"x8"
THICKENED EDGE
ELEV. +0' -0"
FINISH FLOOR
EXISTING CMU
EXISTING FOOTING
16 "x10"
2" LWIC MINIMUM
OVER EPS HOLEY
INSULATION BOARD.
EPS (HOLEY
INSULATION BOARD)
1.513 STEEL DECK —
W1 4x22
PARAPET
BEYOND
18K STEEL
JOIST
SEE DETAIL A /S -11
FOR CONNECTION.
ANGLE —A:
L6 "x4 "x Y4" CONT. W/ Y "O HILTI
KWIK BOLT 3 EMBEDDED 0' -4 ".
SPACED AT 20" C /C. IF BLOCK,
FILL CELLS WITH CONCRETE.
EXISTING SLAB ON
GRADE
NEW 8 "x8" CONC.
CAP W/ 2#5 CONT.
�
EXISTING MODIFIED
PARAPET
I
TYP.
I 3/` ANGLE —A -
t
I
HSS 2Y "x2Y2 "x/j6"
5 "x5 "xY4" EMBED PLATE
o •' WITH (2) J" O HEADED
STUDS
NEW C12x30��
B -1
N
MASONRY WALL
BEYOND.
j EXISTING -
FOOTING
16"X1 o"
1 SECTION
S -11 SCALE 3/4 " =1' -0"
• r u w
•L• ••• wsv •
• • Y •
• G
ELEV. +14' -0"
IT�4` PARAPET
EXi_rIIWG •PAR611E11' V& ICA ••• •
REINF. TO BE CUT TO
PROPER
LENGTH TO ACCOUNT
FOR NEW
HOOK AFTER DEMOLISHING THE
UPPER PART OF THE
PARAPET
GROUT CELL
ELEV. +12' -2Y2"
T.O. NEW JOIST
OIL ELEV. +12' -0"
T.O. NEW T.B.
EXISTING 8 "x24"
CONC. BEAM.
J" O KB3 (9 10"
c /c, STAGERED.
EMBEDMENT =O' -3"
MINIMUM.
CONC. COLUMN
BEYOND.
SECONDARY TOPPING TO MATCH
EXISTING INTERIOR SLAB ELEVATION.
ROGHEN THE SURFACE TO J"
AMPLITUDE AND PROVIDE BONDING
AGENT.
- - - - . _ .. -, - . . . . f n f l
W
I!
RPPROVf_D BY:
+e �
DdL*w1sArchitecturo +D9sIgn
AR0017357 ID0004536
www.dblal.us
120 NE 27 ST, # 500 /MIAMI, FL 33137
T305.572.1220 / Fx 305.572.9161
'ft
.� rr
41 % %, yyaOrs
V)
FREDY TAIN, P.E., S.I. " LIC..NO. $1011
SEAL / SIGNATURE
METTI
SOMI
CAFE
PROJECT # 0804
5800 SW 73 RD ST
SOUTH MIAMI, FL 33143
mmmol
LESSEE:
WILLY QUINTANA
301 COLLINS AVE, SUITE 2707
MAIMI BEACH, FL 33141
F.305.867.7073
STRUCTURAL ENGINEER:
TAIN - RAMIREZ, INC
C.A. # 27157
2000 N.W. 80 PL. MIAMI, FL
P: 305 63!111800
Rain tain- ramirez.cam
MECH, ELEC, PLUMB, FIRE PROTECT. ENG:
L.TRIANA i ASSOCIATES, INC
CONSULTING ENGINEERS
C.A.* 26644
0701 S.W. 56th St.
MIAMI FL 33165
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ILLUSION LANDSCAPE & DESIGN
MIAMI, FL
LESSOR:
ROGER D. SHAY & W. GRACE D
13635 DEERING BAY RD, PH 2.93
CORAL GABLES, FL 33158 -2812
REVISIONS DATE
ISSUEDATE OCT/31/2008
DWN MG APPRV FT
Drawing:
Scale
SHOWN
Phase :
PERMIT - CONSTRUCTION
Sheet Number:
S -11