HomeMy WebLinkAbout3213-12I
\�>B-bars or
131 -bars
Spacing in Table
DETAIL P"A"
N.T.S.
DESIGN DA TA
LWE LOAD
Sym. About CL
N.T.S.
SHOP DRAWINGS REWIRED FOR STARTER WALL
GREATER THAN 444
0
Ur F WALL BASE OF WALL
CONSTRUCTION JOINT DETAILS
N.T.S.
HS20- 44 UNLESS OTHERWISE NOTED
DEAD LOAD
EARTH LOAD PER MARSTON'S FORMULA: w=125 p.c.f.
Ku=Ku'=0.150
Bd=OUTSIDE WIDTH OF BOX PLUS 3 FEET
SIDE EARTH 37 p.sf. PER FOOT OF DEPTH
WEIGHT OF CONCRETE: 150 p.c.f.
ALLQWAEILE STRESSES
fc4=4000 p.s.i. AT 28 DAYS
(SPECIAL INSPECTION REQUIRED PER 2003 GREEN BOOK)
fc=1800P.S.i.
fs=24000 p.s.i., fy=60,000 psi
n=8.0
SHEAR AND BOND STRESSES PER A.C.I. 318-95
SEE DETAIL "B"
MID
ADDED LONGITUDI.NAL BAR NO.4 AND
i.
M01
11 IX91 114X ' 12')
7191 T
lit ill 12
U,
jP
to' x
A
13'X6'-
B"
101
STRUCTURAL IN 0` T E S
Bar Size
SEE DETAIL "B"
MID
ADDED LONGITUDI.NAL BAR NO.4 AND
i.
M01
11 IX91 114X ' 12')
7191 T
lit ill 12
U,
jP
Bar Size
!��j �Bars
13'X6'-
Type & Number
Bar Size
STRUCTURAL IN 0` T E S
Bar Size
cin,
Bar Siz
GE,NIIE AL NOTES
12'
15
13'
B
Bar No. & Spvjping
9
_§Raqinq
169
61
15
9
13.754f
14.7511
1911
8.2511
CONCRETE D1MENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY
Lei Wh
12
12 ff
121-11.51f
ON THE PROFILE, AND PARALLEL TO OFA ,9RIGHT" ANGLES (OR RADIALLY
13
154'_
2,0.2511
15
TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN).
B1
Bar No. & S'Pacig""g
5
16
5
15
5
9 9
6
TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES
131-2.5#1
131-3.5#1
Length
5'®7.5"
14
T
A - 9
71-211
4
4
13
T -Tl
C
Bar No. 9
& Spacin
4
13
4
14
4
TRANSVERSE CONSTRUCT[ON JOINTS SHALL BE NORMAL OR RAD:IAL TO THE
41- 2.5 #1
41-1 Off
6-351
»»..;
41-251
Horiz. Len"'
5
9f-811
51-5.511
91-151
4#-8.5l'
5 14
5 14
4 12
5
THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF
Vxr
ert. Len
91-3.511
2f-6.511
91-511
INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE
91-4.511
2f-1 Otf r
5
31-211
12
Cl
15ar No. & Sipacing
5
13
5
14
5
51-3.5f4
4.51
EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED.
31-4ff
31-5.51f
Horiz. Lepo
14-10.511
12
11-1 11.5fl
4 14
1 4-11 44
7.
5 -,311
21-1.511
21-1.511
51-3.514
. Leri h
Ver1e 0
2
21-511_
If
24-.549
.31-3.511
3 -iff
18
4
13
4 18
C2
B,4r No. Sip, in
4
13
4
14
4
12
1-2.5
4
9
6
TRANSVERSE STEEL SHALL BE LAPPED 45 BAR DIAMETERS AT SPLICES.
Fioriz. L pap,,gath
4f -5.51f
14 1_9#1
41-6
10
41 -8.51'
4 10
2
4
ALL BARS BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE
74 -1 Of'
Vert. Le V, r
3.5'
61-31#
31-2.51f
4 14
31-1.5"
4 12
5
,
61
C3
Rar No. 4acing
5
13
5--
14
5
11-711
7. CONCRETE QUANTITIES ARE BASED ON A SIX -BY -SIX INCH FILLET AND THE STEEL
'04,
10
Nora. Len h
1 R-1'9.5'° ,
14-11.54'
V-10.5
INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', 1995
21-711
Vert. Leng
21-4.54'
24-3f4
8. IF WALL THICKNESS IS SIX INCHES, PLACE REINFORCEMENT AT THE CENTERLINE OF THE WALL.
4
Bar No.& Spqtng
4
18
--
4
18
-2f-6'f
4
, 21
'Ap
6
INVERT FINISH
n gth
10#-7#1
10 -1011
1 o'-8.5
sif
13
F
Bar No. & Spacing
9
15
9
14
8
'1?N11
1
d
Leri th
121-1 ff
12 1.
131-1 ff
BRASS CAP IN CONCRETE S.C.E.
41
Fl
Bar No. & $,"Pacing
5
15
5
14
4
AVE., 0.20 Mi. W/O SAN SEVAINE RD.,
SAN BERNARDINO MERIDIAN SHOWN AS
Lenglfi
6
71-2.5"
6'- 10.5
N 89'37'36" W ON A MAP FILED IN BOOK 88
13
G
Bar No. & 446pg
FROM SIERRA AVE.
PAGES 36 THROUGH 42, INCLUSIVE, OF SURVEY,
142§.6,090R
E CORDS OF SAN BERNARDINO COUNTY.
Length
4
13
H
Bar No. & S PI
pi"N
4
13
-4
14
4
Length
5f -6#f
51-611
6
A
DETA]t
N. T. S.
In,
-
12'X9' -
12'X9'-
13'X6'-
19'X9'
0'
--lot
STRUCTURAL IN 0` T E S
13'
17
41
4
GE,NIIE AL NOTES
12'
12'
13'
10
D[MENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 1 1/2 INCH CLEAR
91
91
61
91
UNLESS OTHERWISE SHOWN.
13.754f
14.7511
1911
8.2511
CONCRETE D1MENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY
0 8-7CIf
.75
if
9.25
12 ff
ff
ON THE PROFILE, AND PARALLEL TO OFA ,9RIGHT" ANGLES (OR RADIALLY
14.75f4
154'_
2,0.2511
8.5l4
TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN).
Bar Size §pacinq
Bar Size papinq
acin,",
Bar S,,,Jze S, , , Aac i n,
Bar Size S,,D
14
9 13
8 9
9 9
6
TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES
131-2.5#1
131-3.5#1
1 4-i4
14
5 11 - 13
A - 9
4 ::: 9 �4
4
TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN
7 1 _9fl
T -Tl
71-10.511
511,
THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED.
4 14
4 144
12
4
TRANSVERSE CONSTRUCT[ON JOINTS SHALL BE NORMAL OR RAD:IAL TO THE
41-9.511
41-1 Off
6-351
»»..;
41-251
CENTERLINE OF CONSTRUCTION.
9#-7'f
9f-811
91-151
12
5 14
5 14
4 12
5
THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF
2#-211
21-31f
2f-6.511
11-1011
INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE
21-10.511
2f-1 Otf r
31-11.51f
31-211
12
4 14
4 14
4 12
4-
41-9.511
41-1 Off
51-3.5f4
4.51
EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED.
31-4ff
31-5.51f
31-9-51f
2f- 1 off
12
5 14
4 14
4 12 \g_
7.
NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER
21-1.511
21-1.511
51-3.514
1I -lift
THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE EN=GINEER.
21-511_
21-4.5#4
.31-3.511
21-5#1
18
4 18
4 18
4 18
4
BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.
11'-1.5"
ill -41191
1 of- 1. 51f
10
12
9 10
9
6
TRANSVERSE STEEL SHALL BE LAPPED 45 BAR DIAMETERS AT SPLICES.
f n rig
13 -Z.;j
131-3.911 1
14 1_9#1
111-111
10
5 10
4 10
43
4
ALL BARS BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE
74 -1 Of'
64-841
T-2.511
61-31#
INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 1995
4 14
4 14
4 12
4
,
61
61
61-6f'
51
12
4 14
4 14
4 121.
+ 21
21
4G
111"totall 61 61 64 64 64 1
Concrete Cu. Ydis./Un. Ft. 1.30 1.35 1.43 1.70
t 1.7,
---1-
144.2- Steel, Lbs/Lim F_
172.8 174.0 196.8 203.7 204.
H
m
im
13
13
IE
J:\652-1452\storm\sd-Dh2-12Deltal.dwa. 1/6/2005 10:17:42 AM. Dawn. Dawn
STRUCTURAL IN 0` T E S
GE,NIIE AL NOTES
ACS D,ITIO:N,AL NOTES FOR BOX SEC S
1.
D[MENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 1 1/2 INCH CLEAR
1. LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL CONSTRUCTION
xpi 9-30-05
UNLESS OTHERWISE SHOWN.
JOINTS.
BY:
uAlt.
2.
CONCRETE D1MENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY
2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS IN BOTH
LP/ATS
R. Q VAIL SKET
NOV 2003
ON THE PROFILE, AND PARALLEL TO OFA ,9RIGHT" ANGLES (OR RADIALLY
SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE BASE OF THE
CHWKED BY:
TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN).
WALLS, SHALL, BE PLACED AT THE END OF EACH POUR, BUT THE SPACING THEROF
ATS/M
SHALL, NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL THE CONSTRUCTION JOINTS
3213
3.
TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES
IN BOTTOM SLAB, AND SIDE WALLS SHALL BE IN THE SAME PLANE.
OF MANHOLE OR JUNCTION STRUCTURE OPEN:INGS.
NO STAGGERING OF JOINTS WILL BE PERMITTED.
4.
TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN
3. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE
THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED.
BARS SHALL BE PLACED RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM
TRANSVERSE CONSTRUCT[ON JOINTS SHALL BE NORMAL OR RAD:IAL TO THE
SLABS SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS. SPACING SHALL BE
CENTERLINE OF CONSTRUCTION.
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
5.
THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF
ON THE TYPICAL SECTIONS, WITH THE SPACING MEASURED BETWEEN THE VERTICAL
INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE
ON THE STRUCTURAL DETAILS.
4. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT
CQI
6.
EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED.
COMPOSED OF B, C, C2, C3, D, F, G, AND H BARS SHALL BE PLACED THREE INCHES
FROM THE TRANSVERSE CONSTRUCTION JOINT.
7.
NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER
THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE EN=GINEER.
5. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE
NO MORE THAN TWO SPLICES WILL BE PERMED IN ANY LONGITUDINAL BAR
OF EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE
BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.
OF THE WALL. THE SPLICES SHALL BE 45 BAR DIAMETERS IN LENGTH.
8.
LONGITUDINAL STEEL SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES.
6. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C AND C2 BARS
Z
TRANSVERSE STEEL SHALL BE LAPPED 45 BAR DIAMETERS AT SPLICES.
HAS BEEN CALCULATED FOR A FOUR INCH STARTER WALL, IF STARTER WALL IS GREATER
THAN 4", SHOP DRAWINGS ARE REQUIRED AND THE VERTICAL LENGTH OF THE C AND
9.
ALL BARS BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE
C2 BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A 45 DIAMETER LAP
INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 1995
BETWEEN THE TWO BARS. THE LAPS SHALL BE BASED ON THE SMALLER BAR.
,
A
EDITION, SECTION 7.1.
7. CONCRETE QUANTITIES ARE BASED ON A SIX -BY -SIX INCH FILLET AND THE STEEL
'04,
10
10.
PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE
QUANTITIES DO NOT INCLUDE ANY OPTIONAL SPLICES.
INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', 1995
EDITION, SECTION 7.5.
8. IF WALL THICKNESS IS SIX INCHES, PLACE REINFORCEMENT AT THE CENTERLINE OF THE WALL.
�Z
INVERT FINISH
CHANNEL INVERT SURFACE SHALL BE GIVEN A STEEL
TROWEL FINISH.
00, MAW: 8-17 CAL AN
BA% OF "INGS:
THE BASIS OF BEARINGS FOR THIS MAP IS THE
BRASS CAP IN CONCRETE S.C.E.
SOUTH LINE OF THE NORTHEAST QUARTER OF
TOWER LEG,343 N/O HIGHLAND
SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST
AVE., 0.20 Mi. W/O SAN SEVAINE RD.,
SAN BERNARDINO MERIDIAN SHOWN AS
2.65 MI. W. ALONG HIGHLAND AVE.,
N 89'37'36" W ON A MAP FILED IN BOOK 88
FROM SIERRA AVE.
PAGES 36 THROUGH 42, INCLUSIVE, OF SURVEY,
142§.6,090R
E CORDS OF SAN BERNARDINO COUNTY.
J:\652-1452\storm\sd-Dh2-12Deltal.dwa. 1/6/2005 10:17:42 AM. Dawn. Dawn
6218
SUMMIT AVENUE
SGAtk
AS SHOWN
xpi 9-30-05
WW0
BY:
uAlt.
LP/ATS
R. Q VAIL SKET
NOV 2003
CHWKED BY:
DRAWNO.:
ATS/M
3213
CE 51152 QAT�
J:\652-1452\storm\sd-Dh2-12Deltal.dwa. 1/6/2005 10:17:42 AM. Dawn. Dawn