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ADDL BARS
WHERE
NOTED ON
DRAWINGS :J
A---------- 0-1 A
NOT LF THAN
I A A
STD HOOK
#4@12
CLASS B TENSION LAP SPLICE LENGTHS IN WALLS AND SLABS
49
Z- NOT LESS THAN
38
STD HOOK
1.
A = 1/4 CLEAR HORIZ SPAN, BUT NOT LESS THAN
REQD
2" COVER
TENSION LAP NOR GREATER THAN 10 FEET.
8
2�
B = TENSION LAP SPLICE.
TOP BARS OTHER BARS
3.
SPLICE BARS SHALL BE SAME SIZE & SPACING AS LARGER
3
OF BARS BEING SPLICED, LION, AND SHALL BE LAPPED
W/
SPACING IS < 6
TYP WALL REINFORCING.
4
4.
EXTEND BAR HOOKED ENDS TO FAR FACE OF WALL.
19
5.
ALTERNATE TYPICAL AND ADDL BARS. ADDL BARS TO
BE
25 18
IN SAME VERT PLANE AS TYPICAL REINFORCING.
10
6
DENOTES TYP REINF
29 22
12 INCHES OF FRESH CONCRETE IS CAST DIRECTLY
DENOTES ADDL REINF
7
64 49
CORNER REINFORCING
BELOW THE BAR, WHERE HORIZONTAL WALL
11
DETAIL A
D-
81 62
48 37
NTS
68
CLASS B TENSION LAP SPLICE LENGTHS IN WALLS AND SLABS
3
49
(INCHES)
38
12
32
BAR
1" COVER
2" COVER
4
8
SIZE
TOP BARS OTHER BARS
TOP BARS OTHER BARS
1. MINIMUM BAR SPACINC = 6" O.C. SEE DWGS WERE
15
3
16 16
16 16
SPACING IS < 6
22
4
20 16
20 16
19
46
5
29 22
25 18
2. A TOP RAR IS; A HOR17ONTAL BAR WHERE MORE THAN
10
6
40 31
29 22
12 INCHES OF FRESH CONCRETE IS CAST DIRECTLY
I
7
64 49
42 32
BELOW THE BAR, WHERE HORIZONTAL WALL
11
8
81 62
48 37
REINFORCEMENT IS UNIFORMLY SPACED IN A VERTICAL
68
9
98 75
60 46
PLANE AT 12 INCH MAXIMUM SPACING, LENGTHS MAY
10
118 91
74 57
BE AS FOR "OTHER BARS".
001
11
140 108
88 68
TENSION
DEVELOPMENT LENGTHS
IN WALLS AND SLABS
3. USE TENSION LAP SPLICES, LION.
(INCHES)
442;5`
COVER
COVER
4. TABLE IS BASED ON Vc = 4000 psi.
BAR
---l"
LAP SPLICE AND DEVELOPMENT LENGTHS SHALL
SIZE
TOP BARS OTHER BARS
TOP BARS 01 -HER BARS
BE ADJUSTED FOR OTHER CONCRETE COMPRESSIVE
STRENGTHS AS FOLLOWS:
3
49
12
38
12
32
12
25
12
4
8
15
12
15
BERNARDINO AVENUE LIFT STATION
12
5
3000 PSI,
22
75
17
58
19
46
14
A
MG
-� I
10
91
I?
I
7
49
38
0; 0 1: 1; 1205
32
25
Prepared Under The Supervision Of
is
8
62
48
37
BERNARDINO AVENUE LIFT STATION
29
3000 PSI,
9
75
STRUCTURAL STANDARD
58
W
46
35
MG
3500 PSI
10
91
70
57
DESMED BY-
44
DE
4500 PSI
11
108
WE
83
CIVIL
FC
68
52
— 7 : ffy: 'IF 01
. .....
FEBRL)ARY 2007
DRAWNG No.. EN0302
DIMENSIONS REQ`D TO SUIT EQUIPME
OR AS NOTED ON PLANS
#4012" T&B
-MULTIPLIER
1.16
1.07
0.94.
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W4�kt
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N
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00 \/y X/11
l\A1 A
#4012 EW
3/4 $$
CHAMFER
(IYP)
#5 DIAGONALS EF (OR CENTERED
IN CONCRETE W/ ONE MAT)
PLACE BARS EQUAL IN AREA TO
ONE HALF THE INTERRUPTED
BARS ON EACH SIDE OF
OPENING UNLESS OTHERWISE
DETAILED ON THE DRAWINGS—
ANCHOR BOLT
w U -
x z
ANUMUK bULI NLL,
NUMBER & LOCATION
AS REQUIRED BY
EQUIPMENT
MANUFACTURER 7y
OPTION A OPTION B ANCHOR BOLTS
DWLS TO MATCH
VERTICAL WALL
REINF TYP UON
WATERSTOP WHERE
INDICATED (TYP)--\
v4r
ROUGHE N JOINT
AS SPECIFIED -
SPUCE BAR TO BE
SAMt SIZE & SPAUNG
AS 10P SLA � MRS
LJON
-N- MOT a,
1. DETAIL SHOWN FOR WALLS;
SLABS SIMILAR.
C:
0
E
E
m
w �-j L— "; /—% 1 1—% 1— L—
WALL CONSTRUCTION JOINT' AT TOP SLAB APPLICABLE c"
:1�1
-c�
DETAIL rk""� LOCATIONS, UNLESS I co
NOTED OTHERWISE 01
NTS k - I I ON DRAWINGS. 11(n,
11
I It RUN;, ll!;I:il;i:il!ii,!i;!Il:
0; 0 1: 1; 1205
LL.
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
SAN
BERNARDINO AVENUE LIFT STATION
DRAW BY.
STRUCTURAL STANDARD
SCALE:
W
3 7'51
MG
NTS
DESMED BY-
DE
ILS
I
WE
CIVIL
FC
JBC
CHECKED BY-
— 7 : ffy: 'IF 01
. .....
FEBRL)ARY 2007
DRAWNG No.. EN0302
001
21
S-8
RES
I ENGI R.C.E. 52 DATE:
OWN N
52
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