HomeMy WebLinkAboutC-2I _'..
f A R B
YPE
14 LAB
BEAM SCHEDULE
PRIMARY REINF
BEAM
BEAM
SECT
b
t
A
B
C
D
E
x
y
STIRRUPS
A
NO
TYPE
TYPE
(in)
(i n)
BARS
BARS
BARS
BARS
BARS
(f t - i n)
Vt - in)
SIZE @ S
ac
x
x
CONSTRUCTION
w
w
:n
OPERATING
PHYSICAL RECORD
DESIGNED BY
TJK
DRAWN BY
MTB
CHECKED BY
NGM
SHEET "
I OF 33
SHEET tHIAWER
C 2
—
m
$
B501
V
A
16
32
4#6
4 #9
4 #7
-
2 #5
6' -0"
-
#4 @ 12"
NOTE 3
o to
MIN (TYP)
-
8502
II
A
16
_ 40
4 #6
4 99
4 #9
4 #7
4 #S
7' -6"
9' -0"
#4 @ 12"
BS03�
II
— A
14 -
33
3 #6
3 #7
3 #7
-
4 #5
-
4' -6"
#4 @ 12"
NOTE 2
0) Coo
- -III -
- -`R
�1_4___
33._
3v7
3 #7
3 #7-
2 #6
4 #S
4/-6"
4' --6 "_
#4 @ 12"
-
�BSO4�
8505
- V
- A
_
12
18 -
3 #S -
-2 #7
3 #5
-
-
-
-
#3 @ 6"
NOTE 4
N N
ROOF
B_S06
VII
A
16
NOTE S
3 #6
3 #7
3 #8
-
2 #S
4' -0"
-
#4 @ 10"
NOTE 3
BS07
III
A
16 —
28
3 #8
3 #8
3 #8
-
2 #S
14' -0"
13' -0"
#4 @ 10"
NOTE 7
6508
IV
A
12
28
2 #5
2 #7
2 #S
2 #S
2 #S
-
-
#4 @ 12"
NOTE 4, 6
BS09-
I
A
12
30 112
2 #S
2 #7
2 #5
-
2 #S
6' -3"
6' -3"
#4 @ 12"
NOTE 6, 7
B510
II
A
16
28
3 #6
3 #8
3 #8
-
2 #S
6' -0"
-
#4 @ 10"
NOTE 3
B511
VI
A
16
28
3 #8
3 #7
3 #7
-
2 #5
S' -6"
-
#4 @ 10"
NOTE 3
3 #7
3 #8
-
2 #S
-
-
#4 @ 10"
NOTE 4
BS12
III
A
16
28
3 #8
I
BS13
I�
R
16-
�28
3 #6
3 #9
3 #6
2 #8
2 #S
S' -6"
S' -6"
#4 @ 10"
BS14
II
- R_
16 -
-28
3 #6
3 #9-
3 #8
2 #8
2 #S
S' -6"
7' -0"
#4 @ 10"
BSIS
-II
A
1628
3 #6
3 #9
3 #9
2 #8
2 #S
5' -6"
7' -0"
#4 @ 10"
BS16
III
A
16
28
3 #9
3 #9
3 #9
2 #8
2 #S
7' -0"
7' -0"
#4 @ 10"
8517
II
- -A
16
-
28
3 #5
3 #8
3 #8
2 #7-
- 2 #S
S' -6"
7' -0"
#4 @ 10"
BS18
III
A -
-- - --
16 _
- 28
3 #8
3 #9
3 #8
-2 #8
-2
2 #5
- --
7' -0"
7' -0"
#4 @ 10"
BS19
II
A
14
18
2 #5
2 #7
2 #7
#S
3' -6"-
S' -0"
#3 @ G"
BS20
III
18
2 #7
2 #7
2 #7
2 #S
-
S' -0"
S' -0"
#3 @ 6"
BS21
II
_A-
B
-14
u26
_ -
15
4 #4
-4 #6
4 #6
4 #4
-
-
2' -6"
3' -6"
#3 @ 6"
--
BS22
III
B
26
15
4 #6
4 #6
4 #6
4 #4
-
3' -6"
3' -6"
#3 @ 6"
BS23
V
A
12
15
2 #S
2 #6
2 #5
-
-
-
-
#3 @ G"
NOTE 4
NOTES:
1. E -BARS TO BE EQUALLY SPACED
2. A AND D BARS CONTINUOUS
3. C AND D BARS CONTINUOUS
4. A. 0, AND C BARS CONTINUOUS
S. t VARIES 28" EAST END TO 30 112" WEST END
6. PROVIDE STIRRUP EACH SIDE OF CRANE SUPPORT ANCHOR BOLTS 4" OC
7. SPLICE A AND C BARS
2
SLAB SCHEDULE
YPE
14 LAB
t
PRIMARY REINF
SECONDARY REINF
EXT
DET
COMMENTS
TOP
BOTTOM
TOP
BOTTOM
S -1
-2
-3
8 1/
16"
6 112'
6 1/2
#4 @ 6 "
44 @ G"
4S @ 12"
44 @ 12"
44 @ 6 /
46 @ 12"
uS @ 12"
#5 @ 12"
45 @ 12"
uS @ 12"
44 @ 12"
#4 @ 12"
#S @ 12"
ttS @ 12"
-.__
#4 @ 12"
44
A
A
A
3 -1
41
J
a.
to
r
cc
.j x
I
CS
U
NOTES:
1. THE SLAB CALL -OUTS - -s41=- SHOWN ON THE PLANS INDICATE THE DIRECTION OF PLACEMENT OF THE
PRIMARY REINFORCEMENT.
2. THE SCHEDULE INDICATES MINIMUM SLAB THICKNESS
3. ALL SLAB DETAILS TYPICAL FOR BOTH PRIMARY AND SECONDARY REINFORCEMENT.
4. REINFORCING IN SLABS MAY BE CONTINUOUS.
S. WHEN A SINGLE MAT OF REINFORCEMENT IS SCHEDULED, THEN THE MAT SHALL BE
CENTERED WITHIN THE SLAB THICKNESS.- PRIMARY REINFORCEMENT SHALL BE
ABOVE SECONDARY REINFORCEMENT. BAR SPLICE LENGTHS SHALL BE AS INDICATED
ON THE "STANDARD CONCRETE DETAIL`," SHEET.
X -30 BAR DIA OF
COMMENTS SMALLER BAR
(1' -S" MIN) -
A -BARS D C -BARS
HOOK To BARS SHALL BE
BOTTOM - — -- - -- - LOCATED INSIDE
- -- - - -- OF BERM RECEIVING BEAM
-- -__ - -
REINF (TYP)
S OR W - - -- - - - -- - - -- - - -- - -
------- ____ -.. - -. -.- SUPPORT- - E -BARS- B -BARS _
0" MAX - - -- -- _ S - 112 OF - - STIRRUPS -N OR E
- - - - -- -- - j'� - -' "`) BARS TO SUPPORT
is SUPPORT S/2 MAX EACH FACE
�+ 1_6" MIN '
TYPE I
x - 30 BAR 0[A OF y TENSION LAP SPLICE
SMALLER BAR LENGTH OF SMALLER BAR
- - - -- -- - - (1' -8" MIN) -
A- BARS BARS f D -BARS - -- C -BARS
EL VARIES
f
of
N
r
I N
x3 @ 12"
r TIES
! iloN
TYPICAL COLUMN DETAIL A
NO SCALE k B4
i
0 OL
dl_5
d-
N
i
I
A -BARS-
HOOK. TO
BOTTOM
OF ' -BEAM-
0" MAX-
. SUPPORT
x 30 BARRDIA
A OF u TENSION LAP SPLICE
T' (L'-S" MIN) --- LENGTH OF SW L.LLR BAR
D-BARS C-BARS
t
f
E-ORS - S -BARS T
�-8 BARS4T0 STIRRUPS 6" MI 3" MAX
9/2 MAX EACH FACE
6"' MIN'
TYPE II
DEVELOPMENT _ X -30 BAR DIA OF
LENGTH OF SMALLER BAR
A -BARS (11-8" MIN)
A- BARS --,, D- BARS -
/STIRRUPS 0 MAX 6 E 2 OF B -BARS -
E -BARS- B -BARS " 3" MAX - --- S 1/2 OF N OR E BARS TO STIRRUPS
S OR W EACH FACE
BARS TO SUPPORT S/2 MAX
S OR W - � -- SUPPORT
SUPPORT - -�� -S /2 MAX EACH FACE 6" MIN
SUPPORT- -_- - 6" MIN E SUPPORT - _T_ T
TYPE III TYPE IV
TENSION LAP SPLICE
LENGTH OF SMALLER
BAR
x - -30 BAR DIA OF y DEVELOPMENT x 30 BAR DIA OF
D- BARS SMAL$LER� BnAR L C ENGTH BAR OF SMALLER BAR
_ (1' -8" MIN)
A -BARS -- C -BARS A -BARS
HOOK TO I
BOTTOM - OF BEAM - 2/.
SUPPORT I M { i E -BARS- B -BARS E -BARS- / B -ERRS -
S t/2 OF -- STIRRUPS t 3" MAX - - S OF L- STIRRUPS
BARS TO - BARS TO
EACH FACE EACH FACE
0" MAX - --� �- S/2 MAX S/2 MAX
t: SUPPORT'�r �:�_: -- 6„ MIN t SUPPORT 6" MIN
TYPE V
TENSION LAP SPLICE
LENGTH OF
SMALLER 'BAR - -
EL 761.46-- -,
` +►E SLOPE 1/4"/FT
A -BARS
HOOK TO
BOTTOM
OF BEAM -
I-- 4 ------
-
I -- E -BARS- B- BARS--
EL 758.92---"'o
58.92- S i 112 OF STIRRUPS
- t -- BARS TO -�
0" MAX -- - { S/2 MAX EACH FACE EL 758.92
t= BEAM _ 6 MIN
6 "MN
TYPE VII
C -BARS
EL 761.25
447 3" MAX
TYPE VI
6" MIN
DEVELOPMENT
LENGTH OF
C-BARS
r-`- C-BARS
SUPPORT
DEVELOPMENT
LENGTH OF
C-BARS
C -BARS
SLAB ONLY
OR WALL
TYPICAL SUSPENDED SLAB DETAIL
0" MAX
PRIMARY REINF
E�� l z I
"0" BARS T"D"'BARS -- - 30 BAR DIA OF SMALLER BAR, OPENING GREATER
1 TOP REINF OVER SUPPORT MAY - r THAN 12"
• ..� ____._ __ - - BE CON T IF TOP REINF IS THE
( 1 {
"E" BARS----- • "E" BARS po
STIRRUPS STIRRUPS-
•
i
PRELIMINARr
•
30 BAR DIA
LAP AT CENTER OF
APPR'
AS BUILT
BY
APPR'D
SPAN (TYP
FOR PRIMARY s
°°
Q
SECONDARY
REINFORCEMENT) -
INTAKE
0
C3
BID
— —�
x
x
CONSTRUCTION
w
w
PHYSICAL RECORD
DESIGNED BY
TJK
DRAWN BY
MTB
CHECKED BY
NGM
SHEET "
I OF 33
SHEET tHIAWER
C 2
m
$
- - -- PRIMARY REINF
--- SECONDARY REINF
CERTIF £D OY
A P P R 0 V E 0 $ Y
CHR!!fI!!m *am
DATE COMPLETED
CCG . DWC . NO: 14693-320-205-COOS
in
-
`- SUPPORT
SUPPORT
MIN (TYP)
DEVELOPMENT
LENGTH OF
C-BARS
r-`- C-BARS
SUPPORT
DEVELOPMENT
LENGTH OF
C-BARS
C -BARS
SLAB ONLY
OR WALL
TYPICAL SUSPENDED SLAB DETAIL
0" MAX
PRIMARY REINF
E�� l z I
"0" BARS T"D"'BARS -- - 30 BAR DIA OF SMALLER BAR, OPENING GREATER
1 TOP REINF OVER SUPPORT MAY - r THAN 12"
• ..� ____._ __ - - BE CON T IF TOP REINF IS THE
( 1 {
"E" BARS----- • "E" BARS po
STIRRUPS STIRRUPS-
•
i
PRELIMINARr
•
INDIANAPOLIS RATER COMPANY
DESCRIPTION
! SAME FOR BOTH TYPES
i a
t
"B" BARS "B" BARS- _-'..._-
- SUPPORT FOR ADDITIONAL REINFORCING AROUND
3" MAX OPENING - SEE THE STANDARD CONCRETE
b n DETAIL SHEET
6" Mt L
SECTION A SECTION B
PROJECT NO.
BIMIC a vAlwstcm
Engineers — Architects 114693.320
Kansas City, Missouri
LEGEND
CODE I DATE I BY
ACCT. NO.
SLAB INTERACTION DETAIL DETAIL AT OPENINGS
REVISIONS
PRELIMINARr
��.���p ►�„
44 Lq;y;,
x.00 ..•.• ,�,,,i
•' V ••''SST '•••r° '�-
FQ•
" No. 880532, S
p i STATE:
%
=��: %•.;!vvJAN1�..f'�a�''
••. ONAI- EN..`�
�h���nuuu
INDIANAPOLIS RATER COMPANY
DESCRIPTION
APPR'
AS BUILT
BY
APPR'D
WHITE RIVER NORTH WTP
NOT FOR CONSTRUCTION
INTAKE
BID
BEAM. SLAB .& COLUMN
SCHEDULE AND DETAILS
CONSTRUCTION
PHYSICAL RECORD
DESIGNED BY
TJK
DRAWN BY
MTB
CHECKED BY
NGM
SHEET "
I OF 33
SHEET tHIAWER
C 2
AS BUILT
CERTIF £D OY
A P P R 0 V E 0 $ Y
CHR!!fI!!m *am
DATE COMPLETED
CCG . DWC . NO: 14693-320-205-COOS
f 1-1 --