09-233-001S.W. 68th. STREET
----------- - - - - --
----------------- - - - - --
EXISTING PARKING AREA
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EXISTING PARKING AREA
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S.W. 69th. STREET
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EXISTING SITE PLAN ors ffi
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451-01
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WORK AREA
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FOOTING SCHEDULE
MARK
SIZE
L x W x T (In)
BOTTOM REINF
TOP
REINF.
LONG BARS
SHORT BARS
LONG BARS
SHORT BARS
MARCH 2009
V
Q
C -1
8x16
405
"3 a 12' oc.
WF -24
CONT. 24'x12'
3 05
04,&451
--
--
NEW T15-1
ti
00
Q
O
V"
(SEE BEAM SCHEDULE
COLUMN SCHEDULE
MARK
SIZE
(in)
REINFORCEMENT
REMARKS
VERTICAL
TIES
#
SPACING
(Bu Others).
MARCH 2009
V
Q
C -1
8x16
405
"3 a 12' oc.
CONCRETE COLUMN
2 05
2 05
3
4 1012' O.G. EA. CORNER
BALANCE 8 48'
PROVIDE 6' -0' TOTAL HT.
BEAM SCHEDULE
MARK
SIZE
(in)
REINFORCEMENT
TES EACH END
BOTTOM
TOP
#
SPACING
(Bu Others).
MARCH 2009
V
Q
�
o�°
NEW 2' -0' HT.
O ti�
T5-1
&x12
2 05
2 05
3
4 1012' O.G. EA. CORNER
BALANCE 8 48'
PROVIDE 6' -0' TOTAL HT.
NEW T15-1
ti
00
Q
O
V"
(SEE BEAM SCHEDULE
NOTE:
PROVIDE (4) 05 x 5' -0' BENT BARS AT EACH CORNER
NEW 8' CONC. BLOCK WALL
W/ 1 $5 BARS 9 48' O.C.
(Typical).
GENERAL NOTES
(1) ALL WORK SHALL COMPLY WITH THE F.B.C. CODE 2004 EDITION.
THE AMERICAN CONCRETE INSTITUTE ACI- 318 -02, ASCE -1-02
AND ALL OTHER5 APPLICABLE CODES AND REGULATIONS,
(2) WIND DESIGN AS PER
ASCE -1- 98, V446 MPH WIND DESIGN
EXPOSURE 'C'
(3) FOOTINGS TO BEAR ON COMPACTED FILL. REMOVE ALL
OFKsANIC MATERIAL UNDER FOOTING AREA. BACKFILL WITH
CRUSHED SOIL LIMEROCK FILL COMPACTED TO 959 THUS
PREPARED TO HAVE A MINIMUM BEARING CAPAITY OF 2000 PSF
(3) CONCRETE:
3,000 PSI AT 25 DAYS
(4) REINF. STEEL : GRADE 60
(5) MASONRY:
a. ALL STRUCTURAL CONCRETE BLOCK SHALL CONFORM TO
'STANDARD SPECIFICATIONS FOR HOLLOW LOAD BERING
CONCRETE MASONRY UNITS', ASTM C -90, f'm =1 ,500 P51 MIN.
b. ALL UNITS SHALL BE BUILT TO PRESERVE THE VERTICAL
CONTINUITY OF THE CELLS TO BE FILLED, AND TO MAINTAIN
A CLEAR, UNOBSTRUCTED CONTINUOUS VERTICAL CELL
MEASURING 2 INCHES BY 3 INCHES.
c. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE - BOTTOM
OF ALL CELLS TO BE FILLED IN ORDER TO VISUALLY
INSPECT THE CONTINUOUS FLOW OF CONCRETE.
THE C.M.U. CELLS SHALL BE COMPLETELY WETTED BEFORE
GROUT 15 PLACED.
d. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT
THE BOTTOM AND TOP OF THE CELL TO BE GROUTED.
MINIMUM LENGTH OF THE LAP SPLICE =48 BAR DIAMETER,
MAXIMUM HEIGHT OF THE LIFTS TO BE LIMITED TO 4 Ft HIGH.
e. ALL CONCRETE USED FOR GROUTING SHALL BE PUMP PLASTIC
MIX W/ COMPRESSIVE STRENGTH OF. 3,000 R5.1. AT 28 DAYS
(9'+ I' SLUMP). WITH 3/a' MAXIMUM 51ZE OF THE COARSE AGGREGATE.
f. MORTAR STRENGTH TO BE TYPE 'M' (2 ,500
NEW WF -24
I
0
NEW WF -24
EXISTING WALL
FOOTING TO REMAIN. /
(For footing owels,
see side v1`eW detail). ,
iii ii
FOUNDATION PLAN 1/a1.1 -m• NC=)
45' -0" TOTAL L.F.
ILA
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NEW 3' -0' HT. METAL FENCE
CHECKED
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(Bu Others).
MARCH 2009
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NEW 2' -0' HT.
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CONC. BLOCK WALL TO
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44�
SHEET
PROVIDE 6' -0' TOTAL HT.
NEW T15-1
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(SEE BEAM SCHEDULE
�
zo
FOR SIZE 4 REINFORCEMENT).
O LL
LIJ
V F-i
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NEW 8' CONC. BLOCK WALL
co
tot H
W/ 1 05 BARS a 48' O.C. t
B
Cl-o
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INTO CONC. FILLED CELLS.
W
>ti�
C
ADD HORIZONTAL JOINT
•
3 ;i
0
EVERY
STUCCO FIN15H ON
22nndl C. OURSI E (16T VERY
BOTH SIDES.
STANDARD No. 9
(Selected bg owner)
LADDER TYPE.
Z
e
PROVIDE DOWELS AT
�n
FOOTING d EXTEND TOP OF
BAR S' INTO CONC. BEAM
ABOVE PLUS 6' HOOK
FINISH GRADE vlt, Jll. /.
VIl,
\N4
va, \04 W4 __, —V'
—I I H 13'_ 1�1.1 I I 11— - NEW W -24
CLEAN, WELL !_! �_! =1 I I -!! I -! ! ! =1 I I- �'' (SEE FOOTING SCHEDULE
COMPACTED FILL. FOR SIZE < REINFORCEMENT).
(See General Notes)
B TYPICAL SECTION V2' ■I' -m'
NEW C -1
(SEE COLUMN SCHEDULE).
Reinforcement not shown
for dwg. clarity.
II
1 #5 DOWELS Q 16' O.C.
DRILL IN W/ EPDXY
RESIN AS SHOWN.
(Typical).
EX15TING 8' CONC.
BLOCK WALL TO REMAIN.
DETAIL 'A' PLAN VIEW 3i4' =I' -0'
EXISTING
V -0' HT. NEW Y -0' HT.
METAL FENCE METAL FENCE
TO REMAIN. (By Others).
y
• I / / y % NEW TB-I BEAM SCHEDULE).
Reinforcement not shown
ME
NEW C-I
(SEE COLUMN 504EDULIN
Reinforcement not shown=
P �•• / //%iii FIN15H GRADE
/:%
iii 001,
3 05 DOWELS E 'F- - NEW w -24
EXISTING WALL DRILL IN W/ EPDXY (SEE FOOTING
FOOTING TO REMAIN. RESIN AS SHOWN. SCHEDULE FOR SIZE
(Reinforcement not d REINFORCEMENT).
shown for dwg. clarity).
DETAIL 'A' SIDE VIEW In' =I'
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AS SHOWN
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JOB NO.
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DRAWN
JOHN D.
CHECKED
O.A.S.
DATE
MARCH 2009
SCALE
AS SHOWN
JOB NO.
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SHEET
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OF SHEETS
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