HomeMy WebLinkAbout1590-2i
I L
14" or 6"
T ;I
I � I
t T2 I
TOP OF WAL L
BASE OF WALL
20
diameters 2"
I
TRANSVERSE d0/NT
z
C/ -Bar� � -
Optional
Const. Joint
2
C-Bor -,?I
C3 -Bar
C2- Bar
CONSTRUCT/ON JOINT DEM/LS,
NOT TO SCALE
*49
Sync. About
4 4 @ /8 11'6-8or
B- Barr 1 i� (Gr Bar
B
I , Bo, \/ 1, f -
L ongitudinol :
Bors Eq. Spc.
/ Vf-
Longitudinal,
ngiludino/
Optional
Roughened q' I brs E Spa
��
Const. Joint
Bors Eq. Sp c.
12-O -Bor
i
Const. Joint
W - Bor
I 0 4 @l8"
2" 2"
-Roughened
Const. Joint
d�1 lo,f -Bar _ _ 4"102"
I
j H-BBar
' I
T2 I W 8.
T XP/CAL R. C. BOX SECT/ON
NOT TO SCA 1. E
STRUMI RAL QEWN CRIT£I PYA
4.A.CFCD.STl41VMW4 DESIGN 4tAM04
QATED APR/L 19M
LIVE LOAD
heO- S/6- 44 unless otherwise noted
DEAD LOAD
Eorth load per Morstons form la. w=/30 p• c. f.
Ku = Ku'= 0. /50
Bd- Outside width of bar p/us 3 feet
Side earth 37 p. s. f. per foot of depth
/nterno/ water pressure: 62.4 p. s. f per foot of depth
Weight of concrete: /50 p. c. f.
ALLOWABLE STRESSES
J1 4000 p. s. i. at 28 days
fc - /800 P. S. i.
fs= 24000
n- 8
sheor and bond stresses per A. C. /. 3/8 - 63
BUX SECTION I I " I I 1 I I I .,
DESIGN COVER PI'.
6.5'
5.5'
5.0'
5.0'
4.0'
3.0'
3.0'
?,$�
WIDTH
W
12.00'
12.0C'
12.00'
10.00'
10.00'
10.00'
8.00'
10.Ob ,
HEIGHT
I1
9.00'
9.00'
9.00'
8.50'
8.50'
8.50'
8.00'
8.50 '
LIVE LOAD
'
38+76.00 42+99.00
IIS 20
IIS 20
HS 20
HS 20
HS 20
HS 20
HS 20
W5 20
TOP SLAB THICKNESS Tl
11.50"
10.75"
10.25"
8.75"
8.25"
8.00"
6,75"7.50"
SIDE WALL
THICKNESS T2
8.25"
8.00"
8.00"
8.00"
8.00"
8,00"
8.00"
)0.001'
I BOTTOM SLAB THICKNESS T3
11.50"
10.75"
10.50"
9.25"9.00"
8.50"
7.50"
8.0011
CONCRETE COVER (3" Min.) Y
3.00"
3.00"
3.00"
3.00"
3.00"
3.00"
3.00"
3.00
B
Bar No. & Spacing
N4 @ 18"
A4 @ 18"
14 @ 18"
N4 @ 18"
M4 @ 18"
i4 @ 18"
N4 @ 19"
.,"a 1.3 "
BARS
Length
25'-9.5"
25'-9.0"
25'-9.0"
21'-9.0"
21'-9.0"
21'-9.0"
17'-9.0"
_T2-31'
B1
Bar No. & Spacing
N9 @ 18"
N9 @ 18"
N9 @ 18"
N8 @ 18"
N8 @ 18"
N8 @ 18"
A7 @ 19"
4$0 13'l
BARS
Length
25'-9.5"
25-9.0"
25'-9.0"
21'-9.0"
21'-9.0"
21'-9.0"
17'-9.0"
=1-_3"
I C
Bar No. & Spacing
N4 @ 14"
M4 @ 13"
M4 @ 13"
94 @ 14"
N4 @ 13"
14 @ 13"
14 @ 12"1tc�
12"
BARS
Iloriz. Length
4'-9.0"
4'-8.5"
4'-8.5"
4'-2.5"
4'-2.5"
4'-2.5"
3'-8.5"
Vert. Length
9'-4.5"
9'-4.0"
9'-3.5"
8'-8.0"8'-7.5"
8'-7.0"
8'-0.0"
B '6•FJ
Cl
Bar No. & Spacing
N4 @ 14"
#4 @ 13"
N4 @ 13"
N4 @ 14"
N4 @ 13"
/4 @ 13"
14 @ 12"
'' �t5'rd 12`�
BARS
Horiz. Length
1'-10.0"
1'-9.5"
P-10.0"
1'-8.5"
1'-8.5"
1'-9.0"
Vert. Length
2'-4.5"
2'-6.5"
2'-10.5"
2'-9.0"
3'-4.0"
5'-3.5"
11-10.0"
'
7 •10.5
C'2
Bar No. & Spacing
M4 @ 14"
M4 @ 13"
/4 @ 13"
M4 @ 14"
N4 @ 13"
14 @ 13"
N5 @ 12"
$A&12''
BARS
Horiz. length
4'-9.0"
4'-8.5"
4'-8.5"
4'-2.5"
4'-2.5"
3'-10.0"
3'-5.0"
$'- 7 "
Vert. Length
2'-5.0"
2'-4.5"
2'-4.0"
2'-3.0"
2'-2.5"
2'-2.0"
2'-1.0"
2 -1,5 n
C3
Bar No. & Spacing
/4 @ 14"
N4 @ 13"
N4 @ 13"
N4 @ 14"
N4 @ 13"
A4 @ 13"
10 f'
BARS
Horiz. Length
11-11.0"
11-10.0"
I'-10.0"
1'-8.0"
1'-7.0"
1'-7.0"
111
Vert. Length
2'-2.0"
2'-1.5"
2'-1.0"
1'-11.0"
1'-9.0"
1'"
2'. LIS"
D
I
Bar No. & Spacing
1'4 @ 18"
N4 @ l8"
N4 @ 18"
_
N4 @ 18"
N4 @ 18"
N4 @ 18"
14 @ 18"
fel (m 1!3`
BARS
Length
10'-S.U"
10'-6.5"
10'-6.0"
9'-9.0"
9'-8.0"
9'-7.5"
8'-11.0"
'
F
Bar No. & Spacing
N4 @ 18"
/4 @ 19"
N4 @ 19"
14 @ 19"
N4 @ 17"
N4 @ 18"
i4 @ 19"
Ad p 17"
BARS
Length
25'-9.5"
25'-9.0"
25'-9.0"
21'-9.0"
21'-9.0"
21'-9.0"
17'-9.0"
.22'- 5 ''
I F1
Bar No. & Spacing
M9 @ 18"
#9 @ 19"
!9 @ 19"
N8 @ 19"
17 @ 17"
N7 @ 18"
16 @ 19"
4 0 (7 f'
BAR
Length
25'-9.5"
25'-9.0"
25'-9.0"
21'-9.0"
21'-9.0"
21'-9.0"
7'-11.0"
d)! Q "
G
Bar No. & Spacing
N5 @ 9"
N5 @ 9"
N5 @ 9"
N5 @ ll"
N5 @ 11"
i5 @ 11"
15 @ 14"
45'0t3"
BARS
Length
18'-8.0"
18'-8.0"
18'-8.0"
15'-8.5"
15'-8.5"
15'-8.5"
12'-8.5"
IS' -101'
G1
Bar No. & Spacing
#7 @ 9"
M7 @ 9"
N7 @ 9"
N7 @ 11"
/7 @ 11"
A7 @ 11"
#7 @ 14":4-70D
t3',
BARS
Length
5'-9.5"
5'-8.0"
5'-8.0"
4'-8.5"
4'-8.5"
4'-8.5"
3'-9.0"
rj - Q„f✓f1
If
Bar No. & Spacing
N5 @ 9"
N5 @ 9"
N6 @ 13"
N5 @ 12"
N5 @ 13"
/4 @ 10"
/5 @ 131,
j�fr
BARS
Length
18'-8.0"
I8'-8.0"
18'-8.0"
15'-8.5"
15'-8.5"
7'-5.5"
6'-0.5"
Ill Bar No. & Spacing
BARS Length
_NUMBER
TOP SLAB (Includes Distrib.)
EXTERIOR WALLS
INTERIOR WALLS
-INVERT SLAB
TOTAL
CONCRETE Cu.Yds./Lin.Ft.
` STEEL Lbs./Lin.Ft.
#7@ 9" N7 @ 9" #8 @ 13"
5'-8.5" 5'-6.5" 5'-6.0"
OF LONGITUDINAL. REINFORCEMENT
38 38 38
24 24 24
12 12 12
38 38 38
112 112 112
QUANTITIES
2.58 2.45 2.39
I 350.2 I 347.7 I 346.3
N7 @ 12"
4'-9.0"
M4 BARS
31
20
10
31
92
1.90
I 258.8
#7@ 13"
4'-9.5"
31
20
10
31
92
1.85
I 255.2
M6 @ LO"
5'-0.0"
31
20
10
29
90
1.80
I 244.2
NS @ 13"
3'-2.5"
26
20
10
27_
83
1.43
I 182.5•
(0 (0 Id fi
-4'-.5
43
30
30
29
j32
X70,7
R. C. BOX LOCATION SCHEDULE
BOX
STATION
SECTION
FROM TO
A
5+15.00 11+61.00
_B
11+61.00 18+66.00
C
18+66.00 27+75.00
TS NO. 4
27+75.00 27+95.00
k
27+95.00 30+77.00
=14
30+77.00 37+35.00
--
E
37+35.00 38+76.00
-----`/ _
D
38+76.00 42+99.00
47+30-111
E
42+99.00 44+87.00
�
_--41
TS N0. 4
44+87.00 -4
46p%.2646p%.26-#6 r@5-£ff
7 + 3 4? + 430 .
0 -
-46+135.26 -
(A5 DUILT) (AS 1301 LT
A
-
DOUBLE R.C. BOX SCHEDULE and'DETAILS,
NT.,S
PART LON61711,01NA1 SECTION
a
4RADE
DETAIL U44 Q 1145
SECTION PLAN
QOTTOM
C MA NHOL E NO. 3
NTS
FOR 9PAN9 > 8' ROTATE
'kh" e "C" BAR 74IL5
TO CLEAR OPEN/NCS.
STRUCTURAL NOTES
GENERAL
1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAIL AND SHALL BE TWO INCHES UNLESS
OTHERWISE SHOWN.
2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL
TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE
SHOWN.
3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.1.
4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3.
5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION
STRUCTURE OPENINGS.
6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE 1N THE SAME PLANE. NO STAGGERING
OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE
CENTERLINE OF CONSTRUCTION.
1. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE
SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS.
8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED.
9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE
DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY
LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.
10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE
LAPPED 30 BAR DIAMETERS AT SPLICES.
11. LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL CONSTRUCTION JOINTS.
12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN SLABS AND WALLS), AS
DETAILED FOR LONGITUDINAL KEYWAYS AT THE BASE OF THE WALLS, SHALL BE PLACED AT THE END OF
EACH POUR, BUT THE SPACING THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL
CONSTRUCTION JOINTS IN BOTTOM SLAB, TOP SLAB, AND SIDE WALLS SHALL BE IN THE SAME PLANE. NO
STAGGERING OF JOINTS WILL BE PERMITTED.
13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE BARS SHALL BE PLACED
RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE SPACED AS SHOWN ON THE
TYPICAL SECTIONS; SPACING SHALL BE AT THE CENTERLINE OF THE BARREL ON THE OUTSIDE OF THE
CURVE FOR' DOUBLE BARREL BOXES. STRAIGHT BARS AND L -BARS IN WALLS SHALL BE SPACED AS SHOWN ON
THE TYPICAL SECTIONS, WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF BARS.
14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT COMPOSED OF B, C, C2, D,
CW, F, G, AND H BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT.
15. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF EXTERIOR WALLS MAY BE
SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICES SHALL BE 20 BAR
DIAMETERS IN LENGTH.
16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C AND C2 BARS HAS BEEN CALCULATED
FOR A FOUR INCH STARTER WALL. IF THE HEIGHT OF THE STARTER WALL IS VARIED, THE VERTICAL
LENGTH OF THE C AND C2 BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A 30 BAR
DIAMETER LAP BETWEEN THE TWO BARS. THE LAPS SHALL BE BASED ON THE SMALLER BARS.
17. CONCRETE QUANTITIES ARE BASED ON A SIX BY SIX INCH FILLET AND THE STEEL QUANTITIES DO NOT
INCLUDE ANY OPTIONAL SPLICES.
18. IF WALL THICKNESS IS SIX INCHES, PLACE REINFORCEMENT AT THE CENTERLINE OF THE WALL.
19. THE DESIGN OF BOX SECTIONS IDENTIFIED BY A NUMERICAL VALUE ONLY IS BASED ON A WIDTH OF TRENCH
EQUAL TO THE OUTSIDE WIDTH OF THE CONDUIT PLUS 3 FEET. WHEN THE COVER IS EQUAL TO 10 FEET OR
,LESS THE TRENCH WIDTH IS UNRESTRICTED. WHEN THE COVER IS GREATER THAN 10 FEET AND THE TRENCH
WIDTH IS GREATER THAN THE OUTSIDE WIDTH OF THE CONDUIT PLUS 3 FEET FOR A DISTANCE IN EXCESS
OF 10 FEET, AN ALTERNATE SECTION SHALL BE USED AS INDICATED BELOW:
A. WHEN THE DEPTH OF COVER IS LESS THAN 18 FEET, SECTIONS WITH THE SUFFIX "B" SHALL BE USED.
B. WHEN THE DEPTH OF COVER IS GREATER THAN 18 FEET AND:
1. THE TRENCH WIDTH IS LESS THAN THE OUTSIDE WIDTH OF THE CONDUIT PLUS 6 FEET, SECTIONS
WITH THE SUFFIX "A" SHALL BE USED.
2. THE TRENCH WIDTH IS GREATER THAN THE OUTSICr WIDTH OF CONDUIT PLUS 6 FEET, SECTIONS
WITH THE SUFFIX "B° SHAEL BE USED.
4:
EL E!/AT/ON
007-71 fA�
NO.
25309
12131/89 /
NOTE'S:
/. 7b4 -Sy mc4fly *ha used whara :
4. D¢plh W cmar Boas no -k axcaac/ /D'.
b . Clear span of one barrel/ doe s
/70Y, axcedd /2 i
2. Place /Wo pairs of confer wall vdrtica/ Bars
¢i�4 f ivmld olh¢v-Ii �a// ,I 2""
from 7-1 of op¢niny .
3. Lor79i fudino/ bars 710 bel Cut in iia/� 2 " �'vm
Opd/7/meq -
4. Round a// ad fo 2"radius.
5. No 7rat7.141,0r5d const.-aCjiII i�f A0 ba
placad w%fhdn 330" of wirtdo`v-
4 �5'4 "BA,rzs CUT /N -7 '`�
F/EL D FROW -
LOVIr/T/JO/NQL A09
THAT WoL/LD OTHERIN/S�'
IAL L /N OPEN/Nle.
ow-,�ox SEcT�o/v 2 I -mss $'2„
�1For�cEMENT #3 _'377 rzuP I I
17`YFICAL-)
9"
2 2,�
2
/2
*3 571- .ZRuP
s5cr1a1v A -A
O WINDOW DETAIL..
N. T.
AS BUILT.