HomeMy WebLinkAbout4429-22END OF WALL
FLOOR LEVEL 7. PROVIDE 48 x BAR DIA, 24" MIN, TYP AT ALL
BAR EXTENSIONS.
BAR
LAP SPLICE
LENGTH
SIZE
CENTERED
EACH FACE
4
2 $_1
-DETAIL Al
2�-2"
5
2t-7"
C14
5P-6"
6
4 $_qpt
PROVIDE REINF AS INDICATED AT ALL INTERIOR
W-2"
FOR DECK FASTENING
PATTERN SEE SPECS -
EDGE OF 00
"I",
OPENING "flo
I
L3x3x3/8 TYP
BOND BEAM
CONT AT ENDS
& BTWN STL
JOISTS OR BMS
a
a
EMBEDDEDSEE I
DETAIL Al
rO WHOH I Y
R
pit
12" LAP SPLICE,
TYPICAL
�, REINF ---
2" CLR
(UNO)
PROVIDE KEY
WHEN >200
""--CONC FILL
CONCRETE SLAB
ON GRADE -7
0
TYP VERT
WALL REINF
BEYOND
PROVIDE GROUT
FULL FIT IN CE LLS 7
r-
0
-,—VERTICAL WALL
W/ VERT REINF
NO—TES.
low
-DETAIL Al
REINF
ti
Q=1
C14
00
Uj
1.
PROVIDE REINF AS INDICATED AT ALL INTERIOR
T
c'
%
MATCH SPACING
CL
_NQTE�
-am
FOR PIPE > 24 0�
OPNGS ON THE DRAWINGS.
1. ALL STEEL COMPONENTS SHALL
GALVANIZED.
BE
2. CONCRETE ENCASEMENT SHALL BE
(1q
C'n
z
Ld
2.
SPECIAL INSPECTION OF ALL LINTELS IS
STEEL DECK SUPPORT
oi
_j
_j >
DETAIL
REQUIRED.
PROVIDE BOND
DETAIL L
NTS
3.
SEE STEEL LINTEL DETAIL FOR VENEER
BM AT BOTTOM
Uj
SUPPORT AT OPNGS.
B
COURSE OF
Cm
4.
DEPTH OF LINTEL D SHOWN MAY EXCEED THE
ALL WALLS
SINGLE COURSE SHOWN.,
CITY OF FONTANA, CALIFORNIA
CMU LINTEL REINFORCING
SCHEDULE
DETAIL
0
C
D_
NTS
0
"0#6 &
PROVIDE GROUT
FULL FIT IN CE LLS 7
r-
0
-,—VERTICAL WALL
W/ VERT REINF
�
low
-DETAIL Al
REINF
ti
Q=1
STANDARD DETAILS
00
--DOWELS TO
M
T
c'
MATCH SPACING
CL
_NQTE�
-am
FOR PIPE > 24 0�
OF VERT' REINF
1. ALL STEEL COMPONENTS SHALL
GALVANIZED.
BE
2. CONCRETE ENCASEMENT SHALL BE
APPLICABLE
C'n
>
TERMINATED AT PIPE JOINTS ONLY.
STEEL DECK SUPPORT
oi
_j
_j >
DETAIL
01
PROVIDE BOND
DETAIL L
NTS
NTS —5
BM AT BOTTOM
Uj
NAWROVANNNOMMM
V,
RE7
REV. REMSION DESCRIPTION
Naw"wMa"M
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEME
COURSE OF
Cm
ALL WALLS
CITY OF FONTANA, CALIFORNIA
Z)
SAN
0
0
"0#6 &
SCALE
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
Camp Dresser & McKee Inc.
MG
DESGNED BY-
DETAILS
STD HOOK WHERE
11
--NTS —
DATE.
EMBED LENGTH IS
JBC
NOT AVAILABLE
CMU
DOWEL
DETAIL
ONEMED BY:
D
D_
NTS
LO
_41
018 11p
012" ALL
OUND
E
r-
0
LA,-
-DETAIL Al
ti
Q=1
STANDARD DETAILS
00
REINF BAR
SHOWN ON THIS
c'
1. * = 8" MIN FOR PIPE 24"0, 12" MIN
$p
_NQTE�
-am
FOR PIPE > 24 0�
1. ALL STEEL COMPONENTS SHALL
GALVANIZED.
BE
2. CONCRETE ENCASEMENT SHALL BE
APPLICABLE
C'n
TERMINATED AT PIPE JOINTS ONLY.
STEEL DECK SUPPORT
oi
CONCRUE FILL KEY
PIPE ENCASEMENT
DETAIL
01
DETAIL K
DETAIL L
NTS
NTS —5
NTS
V)
NAWROVANNNOMMM
V,
RE7
REV. REMSION DESCRIPTION
Naw"wMa"M
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEME
z
Cm
epar
CITY OF FONTANA, CALIFORNIA
Z)
SAN
BERNARDINO AVENUE LIFT STATION
F71
DRAW BY:
-
STRUCTURAL STANDARD
SCALE
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
Camp Dresser & McKee Inc.
MG
DESGNED BY-
DETAILS
11
--NTS —
DATE.
0' zo,", 0"o
JBC
FEBRUARY 2007
o"011111
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ONEMED BY:
PROVM
7�
bkA"NG N
LO
_41
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
wrwAV
9220 Cleveland Avenue, Suite 100
22
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. . . .....
RES
1 T 1152 DATQ,
mow "m 11, 1, g 'N mm" 1, 11 NOMMM
52
�Aci - NO. 44 28
-51
371
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Rancho Cucamonga, California 91730
t7l
TWO WORKING
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
carmftegm
4woom
Tel: (909) 579-3500
Fax.- (909) 980-5185
DAYS BEFORE
3T
YOU DIG
3
_j
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
If
k�UF C�
TOLL FREE 1 —800-227--2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NO
M i
STANDARDS IN EFFECT.
z"
E
r-
0
0
STANDARD DETAILS
00
SHOWN ON THIS
c'
DRAWING SHALL BE
-am
USED AT ALL
LL_
APPLICABLE
C'n
LOCATIONS,, UNLESS
oi
NOTED OTHERWISE
01
ON DRAWINGS.
V)
z
epar
CITY OF FONTANA, CALIFORNIA
Z)
SAN
BERNARDINO AVENUE LIFT STATION
F71
DRAW BY:
-
STRUCTURAL STANDARD
SCALE
V)
1_11�
r,,
C14
MG
DESGNED BY-
DETAILS
11
--NTS —
DATE.
0' zo,", 0"o
JBC
FEBRUARY 2007
o"011111
bi "_ �ate :,,oll
ONEMED BY:
PROVM
7�
bkA"NG N
LO
_41
..
S9
22
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. . . .....
RES
1 T 1152 DATQ,
mow "m 11, 1, g 'N mm" 1, 11 NOMMM
52
�Aci - NO. 44 28