08-1272-042- f
2" LWIC MINIMUM -
OVER EPS HOLEY
INSULATION BOARD.
EPS (HOLEY
INSULATION BOARD)
1.56 STEEL DECK-
NEW 8 "x8"
CONC. CAP W/
2 #5 CONT.
#5 ® 40" c/c
ANGLE -A -
--18K STEEL
JOIST
NEW TB -1
NEW WALL / PARAPET —
REINF. SHALL BE
EMBEDDED IN TO EXIST.
TIE BEAM 5" W/ EPDXY.
USE G5 EPDXY BY
REDHEAD, NOA#
04- 0405.01. TYP.
ANGLE -A:
L6 "x4 "x Y4" CONT. W/ Y2 "O HILTI
KWIK BOLT 3 EMBEDDED 0' -4 ".
SPACED AT 20" C /C. IF BLOCK,
FILL CELLS WITH CONCRETE.
EXISTING SLAB ON
GRADE ---,
A :I 4
B -2
DRILL AND EPDXY BEAM
BARS 5" MIN. INTO EXIST.
TIE BEAM / COLUMN. LAP
BARS 36" MIN. USE G5
EPDXY BY REDHEAD NOA#
04- 0405.01.
ROUGHEN THE SURFACE
TO J" AMPLITUDE AND
PROVIDE BONDING AGENT.
EXISTING
MASONRY WALL.
ELEV. +14' -0"
'r T.O. PARAPET
EXISTING MODIFIED
PARAPET 2" LWIC MINIMUM -
OVER EPS HOLEY
INSULATION BOARD.
ELEV. +12' -202"
T.O. NEW JOIST EPS (HOLEY
ELEV. +12' -0" INSULATION BOARD)
T.O. NEW T.B. 1,513 STEEL DECK- -
EXISTING 8 "x24"
CONC. BEAM.
---- CONC. COLUMN
BEYOND.
.�IIIIIIIIIIII�,I' II III II''
EXISTING
FOOTING
16 "x10"
3 SECTION
S-10 SCALE 3/4 " =V -0"
SECONDARY TOPPING TO MATCH
EXISTING INTERIOR SLAB ELEVATION.
ROGHEN THE SURFACE TO J"
AMPLITUDE AND PROVIDE BONDING
AGENT.
W
L F -7 L SB -1 L F -4 �= 1TI- 1TLn1Tlr
SEE SEE SEE
SCHEDULE SCHEDULE SCHEDULE
FOR REINF. FOR REINF. FOR REINF.
('4 SECTION
S-10 SCALE 1/2 " =V -0"
LSB-1
_,�_I MML1 T �L
%
SEE
SEE
—//
SCHEDULE
SCHEDULE
FOR REINF.
FOR
REINF.
NEW 8 "x8"
CONC. CAP W/
2 #5 CONT.-
#5 @ 40" c/c
ANGLE -A -
ANGLE -A:
L6 "x4 "x Y4" CONT. W/ Y2 "O HILTI
KWIK BOLT 3 EMBEDDED 0' -4 ".
SPACED AT 20" C /C. IF BLOCK,
FILL CELLS WITH CONCRETE.
EXISTING SLAB ON
GRADE
ELEV. +14' -0"
T.O. PARAPET
2" LWIC MINIMUM --
GROUT CELL OVER EPS HOLEY
INSULATION BOARD.
ELEV. +12' 2"
T.O.
NEW JOIST
,,.r•• EPS HALEY
ELEV. +12' -0" INSULATION BOARD)
........ .............._ T.O. NEW T.B.
1.5B STEEL DECK-
.• �
-'--- NEW TB
BRIDGING
18K STEEL
JOIST
TYP. 3 /16
.............. ...............................
T.O.
BRIDGING
EXISTING
8 "06" TB
3x3xj W/ (2) %"0
+8' -10"
HILTI KWIK BOLT 3
T.B.
EMBEDED 4 ". LEGTH
AT EA. END
OF ANGLE TO BE
TYP.
FIELD ADJUSTED.
NEW WALL / PARAPET
TYP. �,,
REINF. SHALL BE
NEW 3 "0 STD. PIPE
EMBEDDED IN TO EXIST.
COLUMN. (TYP.)
TIE BEAM 5" W/ EPDXY.
PROTECTION
USE G5 EPDXY BY
REDHEAD, NOA#
04- 0405.01. TYP.
ANGLE -A:
L6 "x4 "x Y4" CONT. W/ Y2 "O HILTI
KWIK BOLT 3 EMBEDDED 0' -4 ".
SPACED AT 20" C /C. IF BLOCK,
FILL CELLS WITH CONCRETE.
EXISTING SLAB ON
GRADE
ELEV. +14' -0"
T.O. PARAPET
2" LWIC MINIMUM --
GROUT CELL OVER EPS HOLEY
INSULATION BOARD.
ELEV. +12' 2"
T.O.
NEW JOIST
,,.r•• EPS HALEY
ELEV. +12' -0" INSULATION BOARD)
........ .............._ T.O. NEW T.B.
1.5B STEEL DECK-
.• �
-'--- NEW TB
-1
ELEV. +10' -0"
.............. ...............................
T.O.
EXISTING T.B.
EXISTING
8 "06" TB
ELEV.
+8' -10"
B. 0.
T.B.
NOTE:
THESE SECTIONS ARE INTENDED TO
BE TYPICAL WERE SIMILAR
CONDITIONS OCCURS, OTHER
ELEMENTS SUCH AS WINDOW
OPENINGS MIGHT BY PRESENT AT
CERTAIN PARTICULAR LOCATIONS.
EXISTING
MASONRY WALL.
ELEV. +0' --0"
FINISH FLOOR
EXISTING FOOTING
16 "x 10"
K'2'
SECTION
SEE ROOF PLA
�10SCALE
3/4 " =V -0"
NEW L4X4XY4 T
1/2" 0 GALVANIZED STEEL CABLE
5X5)02
® 36" O.C. THCAP
WITH EYELETS
AT EA. END
TYP.
(2 CABLES REQ'D PER UNIT)
ATE (TYP.)
TYP. �,,
-- --NEOPRENE PAD EDGE
NEW 3 "0 STD. PIPE
COLUMN. (TYP.)
PROTECTION
TYP. EA. CORNER.
A/C EQUIPMENT
PROVIDE
4 "X4 "XY4" PLATE
WITH TURBUCKLE RATED TO
750 LBS
TENSILE CAPACITY
EL. + -' - -"
AT EACH
STRAP END. (TYP.)
T.O. SLAB
-- W8X10
TYP.
(TYP.)
�yl 6
NOTE: PROVIDE THESE STRAPS
IN ADDITION
TO WELDS INDICATED AT BASE
OF UNIT
NOTES:
1. MAX SPACING BETWEEN
COLUMNS
HURRICANE
STRAPS
IN LONGITUDINAL DIRECTION= 7' -0 ".
(TYP.)
-10 NTS
2. BRACE ORIENTATION SHALL BE
REVERSED AT OPOSITE
ENDS.
3. COORDINATE WIDTH OF
BENCH WITH
MECHANICAL DRAWINGS.
MAX
WIDTH= 5' -0 ".
TYP. '> •-
18K STEEL
JOIST
UPLIFT -
BRIDGING
L 1 "x 1 "x%64"
NEW 8 "x8"
CONC. CAP W/
2 #5 CONT:
#5 @ 40" c/c
ANGLE -B -
CEILING
EXTENSION
NEW WALL / PARAPET -
REINF. SHALL BE
EMBEDDED IN TO EXIST.
TIE BEAM 5" W/ EPDXY.
USE G5 EPDXY BY
REDHEAD, NOA#
04- 0405.01. TYP.
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.
EXISTING SLAB ON
GRADE — I
•r•• ••• • w ••••• rww
••• • r s • f r • ,
• • w r [ • •••r,
•• i• • • Y • w u G
• • Y [ w s u u
r•• A • v Y •w •t {� q
w • • r • • •
w•w• • V Y •
w • • • • r • • o • • Y d w • Y • • i) •
ELEV. +14' -0"
.................... T.O. PARAPET
GROUT CELL
ELEV. +12' -2Y2"
NEW JOIST
...................:• ELEV. +12' -0"
............................... h -
T.O. N EW T. B.
6; PL 6 "x8 "x3 /8" WITH
2-1/2"0 x0' -5" LONG
STUDS, OFFSET STUD
LOCATION TO MISS BEAM
TOP STEEL (TYPICAL).
NEW TB -1
ELEV. +10' -0"
.... ........... ....................
T.O. EXISTING T.B.
EXISTING 8 "x16" TB
................. ............................... OL ELEV. +8' -10"
B. 0. T.B.
1 SECTION
5-10 SCALE 3/4 " =V -0"
NEW A/C EQUIJGH
SEE ROOF PLA
B /S -10.
NEW L4X4XY4 T
AT BENCH ENDNEW
5X5)02
® 36" O.C. THCAP
PLATE (TYP.
BENCH
TYP.
W 4X4X%
ATE (TYP.)
TYP. �,,
NEW 3 "0 STD. PIPE
COLUMN. (TYP.)
TYP. 6
SEE NOTE 3
M
EXISTING
MASONRY WALL.
ELEV. +0' -0"
FINISH FLOOR
EXISTING FOOTING
16 "x10"
TYP. AT
CORNERS
�W8X10
(TYP.)
PROVIDE L2X2XY4 BRACE
AT EACH END OF
�Lo BENCH.
I
N SEE ARCH DRWGS FOR
WATER PROOFING DETAILS.
NEW 5X5XY BASE
PLATE (TYP.)
A/C EQUIPMENT BENCH
SCALE 3/4'" =1' -0"
-' ,ITY OF "
SOUTH POIAM�
BUILDING DEPT
STRtiCTU11A d
SECTION
" "PROVED BY; _
D0L ewlsArchltecturn +Design
AR0017357 ID0004536
L-i
www.dbia1.us
120 NE 27 ST. ;8 500 /MIAMI, FL 33137
T 305.572.1220 / Fx 305.572.9161
1,t�31 f: *ttt3i � r
r-
FREDY THIN, P.E., S.I. LIC. NO, 61011
SEAL %SIGKATURE
SOMI
CAF E
PROJECT * 0804
5800 SW 73 RD ST
SOUTH MIAMI, FL 33143
LESSEE:
WILLY QUINTANA
301 COLLINS AVE, SUITE 2707
MAIMI BEACH, FL 33141
F.305.867.7073
STRUCTURAL ENGINEER:
THIN - RAMIREZ, INC
C.A. # 27157
2000 N.W. 89 PL, MIAMI, FL
R: 305 639 9800
ft2in t2in- rrimiraz.cam
MECH, ELEC, PLUMB, FIRE PROTECT. ENG:
L.TRIANA i ASSOCIATES, INC
CONSULTING ENGINEERS
C.A.# 26644
9701S,W. 56th St.
MIAMI FL 33165
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ILLUSION LANDSCAPE i DESIGN
MIAMI, FL
LESSOR:
ROGER D. SHAY & W. GRACE D
13635 DEERING BAY RD, PH 293
CORAL GABLES, FL 33158 -2812
REVISIONS DATE
ISSUE DATE OCT/31/2008
DWN MG APPRV FT
Drawing:
Scale:
SHOWN
Phase:
PERMIT - CONSTRUCTION
Sheet Number:
S-10