05-930(3)-023T A R A'-
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LON, STRUCUON
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ROBERT
I
TARAFA
A
R
C
GROUP, INC.
G H M, EBN
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CIVIL AND STRUCTURAL CONSUL; LNG ENGINEERS =
QUALITY INNOVATIVE ENGINEERY??CESICV
COLUMN
0.30 (L -1) 0.30 (L -1) 0.30 (L -2) 0.30 (L -2)
":u r:. <:,
4694 PALM AVENUE' LEVEL 2
HIALEAH, FLORIDA 33012
k_3 FA
OR CANTILEER "L" WHICHEVER
IS GREATER
TEL: (305) B21-1281 * FAX: (305) B25 -1705
PROJECT A -1 00056
CANTILEVER CONTINUOUS
TOP BARS
"E"
"C" BARS E BAR OVER EXTERIOR SUPPORT
WI TH OF F G.
TOP BARS
LEFT OR RIGHT STD. 90 HOOKS
TIE BEAM
REFER TO SHEDULE
LONGITUDINAL REINFORCEMENT
C.
FOR REBARS
FOR BEAM (REFER TO SCHEDULE)
BOTTOM
EMBED 12 BARS
CONTINUOUS
EMBED 12 "S' BARS
"
4 TIES AT 12" O.C.
CANTILEVER "L" BAR DIAM. "L_1.
BAR DIAM. "L -2'
MIN. 5 BEND BARS TOP OTT.
# ( /B )
NOTE:
WHERE NECESSARY, CONTINUOUS
TOP BARS SHALL BE LAPPED 24
3' -0"
36"
BAR DIAMETER IN MIDDLE J5 OF SPAN
TOP VIEW
3 !� LB A R DIAGRAM
SCA.S.
FOUNDATION CORNER BARS
SCALE: 3/8 = 1 -0
TIE BEAM CORNER BARS
SCALE:
WD TRUSSES AT 24" O.C. (SEE PLAN)
WD TRUSSES AT 4" O.C. (SEE PLAN)
• •
0
E CONC. BEAM
Q J
za w w w
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z iLli
u W
—
X
E MAX.' 8" EXTENSION
n-'- o En v
W W
N N
< —GONG. BEAM
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N
vi-
..
ADD 2 - #4 BOTT. BARS
• •
--- — — — — — — — — — — — — — — — — — — — —
X
a
z
zw
" MIN. BEARING z
(2) -#4 BOTT IN EXTENSION BENT
0 8"
MIN. BEARIN
z
w
UP ALONG ENDS TIED TO HOR.
o 0
REINF. OF TIE BEAM
0
WIDTH OF OPENING NOT TO EXCEED 6' -0"
4" MIN. BEARING 4"
MIN. BEARING °z
01
0
WIDTH OF OPENING EXCEEDS 6' -0'
�
o
o
z
NOTE: REINFORCED MASONRY AND /OR TIE COLUMNS
NOTE: REINFORCED
MASONRY AND /OR TIE COLUMNS
ALONG ENDS NOT SHOWN FOR CLARITY
ALONG
ENDS NOT SHOWN FOR CLARITY
5 TIE BEAM EXTENSION OVER OPENING 6' -011 OR LESS
4 TIE BEAM EXTENSION OVER OPENING �OV E R 6' -0"
SCALE: 3/4" = 1' -O"
SCALE: 3/4" = 1' -0"
INTERRUPTED BARS INTERRUPTED
TO HAVE 180' BARS TO HAVE
HOOK (TYPICAL)
180' HOOK (TYPICAL)
TOP OF SLAB
�9
REINFORCEMENT
0"
VERTICAL PROP. 8" MASONRY WALL
REFER TO PLAN
010
Ftiyc
REINFORCEMENT
o
N
REFER TO SECTIONS
FOR DETAILS
m
ADDITIONAL #5
CONT. AT END
V/
PROP. 8GA LADDER TYPE HORIZONTAL
m
OF NEG. STEEL
REINFORCEMENT PLACED EVERY
OPENING OPENING
SECOND BLOCK COURSE
•
ADDITIONAL
DIAGONAL
REINFORCEMENT
0d°
° , ca 9 a 0
(REFER
REINF. CONS.
T
°
TO PLAN)
11E -BEAM (SEE �
PROVIDE ADDITIONAL
24"
SCHEDULE)
CAST IN PLACE CONCRETE
. 40 BAR DIA REINFORCEMENT
2 - #4 DIAGONAL EQUAL TO AMOUNT
1. ALL HORIZONTAL REINFORCEMENT
SLAB REFER TO PLAN FOR
BARS AT CORNERS, INTERRUPTED Qr EA.
SHALL BE EMB. A MIN. OF 4" INTO
REINFORCEMENT
MIDDLE OF SIDE - TYPICAL)
ADJACENT TIE COLUMNS, IF
SLAB (TYP.)
APPLICABLE.
8' MASONRY WALL
CIVIL, MAPIN URA
2. LAPPING OF REINFORCEMENT SHALL
BE A MIN. OF 16" (ONE BLOCK LENGTH).
(REFER TO PLAN
FOR REINFORCEMENT)
REG. NO. 51562
NOTE: COORDINATE LOCATIONS OF OPENINGS W/ MECHANICAL
AND ARCHITECTURAL PLANS. ALL OPENINGS TO BE
** : SEE SCHEDULE
VERIFIED WITH STRUCTURAL ENGINEER PRIOR
AND PLAN
TO COMMENCING ANY WORK.
8 !�L �E �NFORCEMENT DETAIL
SC/= ' -0"
INTERIOR EDGE SLAB DETAIL
SCALE. 3/4" = 1' -0"
CONCRETE SLAB OPENING DETAIL
SCALE. 3/8" = 1' -0"
T A R A'-
'52�'O
LON, STRUCUON
0 0 0 0 J 0 O 0 G 0 O G 01
ROBERT
I
TARAFA
A
R
C
of
U
7
E C
T
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI,,FL 33166
Phone: 305.876.1440
Fax: 305.876.1441
e CIVIL
STRUCTURAL
-LANDSCAPE
-DESIGN CONSULT:
o M /E /P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
S.W. 59 TERRACE
%M NJMBM A -MOON
DATE 05 -31-05
CAD FLE NO
FeA810N8MOV8810 181
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A
SEAL. I
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DRAWM TRLE 1
DETAILS
MI.VVM W, S.4.0