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Sajitha
Engineer
2022/10/11
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L04_202
1
L04_201
600(w) x 700(h)
22.100
4BV1
6
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
400(w) x 700(h)
22.100
4BH1-1
400(w) x 700(h)
22.100
4BH1-2
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
5
-
1
4
0
0
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x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
5
-
2
250
4
0
0
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x
7
0
0
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h
)
2
2
.
1
0
0
4
B
H
5
-
3
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0
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x
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2
2
.
1
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5
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0
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1
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1
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1
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6
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1
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1
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1
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4
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1
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3
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4
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1
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H
6
-
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1
0
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6
-
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4
0
0
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x
7
0
0
(
h
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2
2
.
1
0
0
4
B
H
1
2
-
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3
0
0
(
w
)
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5
0
0
(
h
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2
2
.
3
5
0
4
B
H
1
8
-
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6
0
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7
0
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(
h
)
2
2
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1
0
0
4
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1
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(
h
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5
5
0
4
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1
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7
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(
h
)
2
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.
5
5
0
4
B
H
2
4
0
0
(
w
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7
0
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(
h
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2
2
.
1
0
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B
H
3
-
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0
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(
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(
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2
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1
0
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3
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(
h
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2
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1
0
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3
-
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(
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x
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(
h
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2
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1
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4
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(
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7
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(
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1
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4
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V
1
7
-
2
3
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7
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(
h
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2
2
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1
0
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4
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4
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(
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7
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(
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2
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1
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V
1
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-
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4
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7
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(
h
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2
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1
0
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5
A
4
0
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(
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7
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(
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2
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1
0
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4
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V
2
2
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1
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6
0
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w
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7
0
0
(
h
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2
2
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1
0
0
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V
2
3
4
0
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(
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7
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(
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1
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1
3
4
0
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(
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(
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1
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1
1
-
3
250
4
0
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7
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(
h
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2
2
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1
0
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H
7
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(
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1
0
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B
V
9
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3
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w
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x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
8
-
2
4
0
0
(
w
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x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
9
-
3
4
0
0
(
w
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x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
1
1
-
2
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
3
4
0
0
(
w
)
x
7
0
0
(
h
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2
2
.
1
0
0
4
B
V
4
-
1
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
4
-
2
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
2
0
6
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
5
5
0
4
B
V
6
-
2
6
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
6
-
1
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0
0
(
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(
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2
2
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1
0
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4
B
H
2
1
4
0
0
(
w
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x
7
0
0
(
h
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2
2
.
1
0
0
4
B
V
9
-
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3
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(
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x
7
0
0
(
h
)
2
2
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1
0
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4
B
8
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4
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0
(
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)
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7
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0
(
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2
2
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1
0
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V
9
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2
6
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7
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0
(
h
)
2
2
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1
0
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4
B
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1
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6
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(
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7
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(
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2
2
.
1
0
0
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B
V
6
-
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5
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7
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(
h
)
2
2
.
1
0
0
4
B
V
1
2
A
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
2
2
-
2
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
2
2
-
1
4
0
0
(
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)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
2
3
-
1
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5
0
(
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7
0
0
(
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2
2
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1
0
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4
B
H
2
7
-
2
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5
0
(
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)
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7
0
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(
h
)
2
2
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1
0
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4
B
H
2
7
-
1
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5
0
(
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7
0
0
(
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)
2
2
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1
0
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4
B
H
2
7
-
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4
0
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(
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7
0
0
(
h
)
2
2
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1
0
0
4
B
V
2
4
-
2
4
0
0
(
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7
0
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(
h
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2
2
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1
0
0
4
B
V
2
4
-
1
2
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(
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0
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(
h
)
2
2
.
1
0
0
4
B
V
2
8
-
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(
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1
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(
h
)
2
3
.
1
0
0
4
B
V
2
8
-
2
4
5
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(
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1
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(
h
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2
3
.
1
0
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4
B
H
2
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3
0
0
(
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(
h
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2
2
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1
0
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4
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H
2
4
4
0
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(
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7
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(
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2
2
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1
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V
1
6
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(
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1
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1
6
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1
0
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1
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4
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(
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(
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2
2
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1
0
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B
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1
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2
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(
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(
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1
0
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1
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2
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(
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2
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1
0
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V
1
2
4
0
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(
w
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7
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(
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)
2
2
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1
0
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4
B
V
1
1
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1
3
0
0
(
w
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7
0
0
(
h
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2
2
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1
0
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4
B
V
1
5
3
0
0
(
w
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7
0
0
(
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)
2
2
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1
0
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4
B
V
1
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3
0
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(
w
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7
0
0
(
h
)
2
2
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1
0
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4
B
V
2
1
4
0
0
(
w
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x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
5
-
7
2
5
0
(
w
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x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
7
-
7
400(w) x 700(h)
22.100
4BV25
2
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
7
-
3
2
5
0
(
w
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x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
7
-
4
2
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
6
6
0
0
(
w
)
x
7
0
0
(
h
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2
2
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1
0
0
4
B
H
2
6
-
2
6
0
0
(
w
)
x
7
2
5
(
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2
2
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1
0
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4
B
H
2
6
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3
0
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(
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)
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7
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(
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2
2
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1
0
0
4
B
V
7
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3
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0
(
w
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x
7
0
0
(
h
)
2
2
.
1
0
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V
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7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
7
-
3
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
5
-
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4
0
0
(
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7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
5
-
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3
0
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(
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7
0
0
(
h
)
2
2
.
1
0
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4
B
H
9
3
0
0
(
w
)
x
1
3
0
0
(
h
)
2
3
.
1
5
0
4
B
V
1
9
2
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
8
250
5
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
5
5
0
4
B
H
1
3
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5
0
(
w
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7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
2
7
-
4
2
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
5
5
0
N
B
1
-
2
2
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
5
5
0
N
B
2
-
1
Ø600
C30
Ø600
C27
Ø600
C21
Ø600
C22
Ø600
C23
Ø600
C24
Ø600
C25
Ø600
C26
Ø1200
C5
Ø1200
C2A
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
6
-
4
250
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
5
-
4
Ø1200
C2
Ø1200
C1
Ø1200
C3
Ø1200
C4
Ø1200
C4A
Ø1200
C6
Ø1200
C16
Ø1200
C13
Ø1200
C12
Ø1200
C17
Ø1200
C14
Ø1200
C19A
Ø1300
C19
Ø1200
C18
Ø1200
C10
Ø600
C28
Ø1200
C7
Ø1200
C8
Ø1200
C11
Ø1300
C15
2
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
7
-
2
5
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
5
5
0
4
B
H
1
3
-
1
2
3
.
1
5
0
3
0
0
(
w
)
x
1
6
5
0
/
7
0
0
(
h
)
4
B
H
1
6
2
2
.
8
5
0
3
0
0
(
w
)
x
1
4
5
0
/
7
0
0
(
h
)
4
B
H
1
7
7
4
0
1
2
5
7
0
5
5
8
0
1
5
0
0
3
6
0
0
2
7
2
0
4
6
2
0
2
7
9
9
1
6
6
0
0
4
2
0
0
6
6
0
0
8
1
7
0
4
2
3
0
2
9
8
0
0
SFL +22.100
SFL +22.100
SFL +22.100
SFL +22.100
6
L04_201
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
1
0
1
0
5
0
UPSTAND BEAMS
UPSTAND
BEAM
4
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
1
1
A
Ø1200
C9
1200 x 1200
C9
COLUMN BELOW
2
L04_201
3
L04_201
4
L04_202
5
L04_201
3
0
0
3
6
4
3
3
0
0
1
9
2
5
4
0
0
2
1
5
9
3
0
0
4
5
2
2
5
0
4
0
0
3
0
0
3
0
0
1
9
4
7
300 x 300
4TR-2
300 x 300
4TR-2
400 x 250
4TR-1
400 x 250
4TR-1
300 x 300
4TR-2
NOTE://
1.THIS DRAWING ONLY FOR L04 BASE SLAB APPROVAL.
FOR DOUBLE SLAB & PLANTER WALL SHALL BE ANOTHER SUBMISSION
2. FOR COREWALL SETTING OUT REFER TO COREWALL DRAWINGS
2
5
0
2
5
0
(
w)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
7
-
5
2
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
7
-
6
2
0
0
(
w
)
x
1
3
0
0
(
h
)
2
3
.
1
5
0
4
B
V
2
0
Ø600
C29
8
L04_201
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
H
1
9
ST1
ST2
ST3
ST7
ST5
ST8
ST4
600(w) x 800(h)
23.850
MRV1-1
6
0
0
(
w
)
x
1
0
0
0
(
h
)
2
3
.
8
5
0
M
R
V
1
-
2
6
0
0
(
w
)
x
6
0
0
(
h
)
2
3
.
8
5
0
M
R
V
2
-
1
6
0
0
(
w
)
x
6
0
0
(
h
)
2
3
.
8
5
0
M
R
V
2
-
2
7
L04_201
1
0
5
0
9
L04_202
⌀
50 (PSG) (BOO:-1451)
⌀
60 (PSG) (BOO:-1456)
⌀
50 (PSG) (BOO:-1451)
⌀
60 (PSG) (BOO:-1456)
⌀
50 (PSG) (BOO:-1451)
⌀
60 (PSG) (BOO:-1456)
⌀
60 (PSG) (BOO:-1456)
⌀
50 (PSG) (BOO:-1451)
⌀
60 (PSG) (BOO:-1456)
⌀
50 (PSG) (BOO:-1451)
⌀
60 (PSG) (BOO:-1456)
⌀
50 (PSG) (BOO:-1451)
⌀
100 (SP) (BOO:-1505)
⌀
100 (SP) (BOO:-1505)
⌀
100 (SP) (BOO:-1505)
⌀
100 (SP) (BOO:-1505)
⌀
100 (SP) (BOO:-1505)
⌀
50 (PSG) (BOO:-1451)
⌀
50 (PSG) (BOO:-1451)
⌀
50 (PSG) (BOO:-1451)
⌀
50 (PSG) (BOO:-1451)
⌀
50 (PSG) (BOO:-1451)
⌀
50 (PSG) (BOO:-1451)
⌀
60 (PSG) (BOO:-1456)
⌀
50 (PSG) (BOO:-1451)
⌀
100 (SP) (BOO:-1489)
⌀
50 (PSG) (BOO:-1415)
⌀
50 (PSG) (BOO:-1451)
⌀
50 (PSG) (BOO:-1451)
⌀
100 (SP) (BOO:-1505)
7
0
4
4
0
0
2
4
9
6
8
9
4
4
0
0
1
4
2
6
1
5
7
0
4
0
0
2
2
3
0
2
1
0
6
4
0
0
3
0
7
4
2
3
1
5
3
2
6
5
4
0
0
3
7
3
1
5
0
0
3
2
9
1
1
2
1
5
2
9
8
5
2
2
6
5
4
3
3
5
8
6
4
6
5
7
0
7
3
6
7
3
5
9
2
3
4
6
0
4
3
6
5
7
7
2
0
4
5
0
4
2
3
0
3
8
7
0
1
4
0
0
3
0
0
3
4
0
0
3
3
1
9
6
0
0
7
8
8
4
0
4
9
8
0
2
5
0
5
3
1
1
0
5
0
3
1
5
0
6
2
3
5
1
4
3
8
4
0
0
2
6
7
2
7
5
0
3
0
0
3
3
0
4
3
0
0
3
4
0
6
0
4
4
0
0
2
9
5
5
6
0
0
1
0
2
1
2
1
0
6
4
0
0
3
0
7
4
1
8
7
8
8
4
2
150(W)x 30(D)
SCUPPER DRAIN
6
4
0
4
4
0
1
6
3
5
2
3
6
0
2
4
8
5
3
0
0
1
2
8
0
2
6
2
0
6
0
0
7
7
5
4
2
5
5
4
4
0
7
6
4
7
0
4
4
1
4
0
10
L04_202
10
L04_201
11
L04_201
13
L04_202
13
L04_202
16
L04_202
2
5
0
4
0
1
1
8
1
3
2
0
3
2
0
3
2
0
3
2
0
320 X 320 X 105(D) (SP) RECESS
320 X 320 X 105(D) (SP) RECESS
320 X 320 X 105(D) (SP) RECESS
320 X 320 X 105(D) (SP) RECESS
4
0
0
4
5
0
400 X 400 X 250(D) (SP) F.O
401 X 401 X 250(D) (SP) F.O
⌀
200 (FP) F.O
388mm THK, SLAB
14
L04_202
15
L04_202
4
0
0
(
w
)
x
7
0
0
(
h
)
2
2
.
1
0
0
4
B
V
2
2
-
2
1
5
0
(
w
)
x
5
0
0
(
h
)
2
2
.
1
0
0
4
B
H
8
A
SLAB TOPPING TO
MATCH UPSTAND BEAM
2
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
5
5
0
N
B
1
-
1
2
5
0
(
w
)
x
7
0
0
(
h
)
2
2
.
5
5
0
N
B
2
-
2
1
0
6
(
~
1
0
0
)
9
4
100
1
0
0
1
0
0
1
0
1
1
0
0
TEMPORARY STEEL TIE BEAM
FOR CONSTRUCTION
TEMPORARY STEEL TIE BEAM
FOR CONSTRUCTION
250
250
SFL +22.100
2
5
0
(
w
)
x
7
0
0
(
h
)
2
3
.
1
5
0
4
B
V
4
A
2
5
0
(
w
)
x
7
0
0
(
h
)
2
3
.
1
5
0
4
B
V
4
B
Ø50 WEEP HOLE
BOO 100MM FROM SFL
1
0
0
0
LANDING SLAB
SFL 23.15
TOW 23.15
WEEP HOLE
REFER SEC -16
18
L04_202
2NOS RWDP
REFER SEC-18
19
L04_202
20
L04_202
3H16 CLOSE LINK
TO CONNECT
3H16 CLOSE LINK
TO CONNECT
RWDP
REFER TO SEC 19
150x50(D)
BEAM OPENING
STRUCTURAL SLAB
STRUCTURAL BEAM
Mark
AAA(w) x BBB (h)
± Top Elev
BEAM MARK
WIDTH x HEIGHT
BEAM TOP ELEV.
RL (FFL)
aaa
aaa..... .............SLAB THICKNESS (mm)
FFL...................FINISHED FLOOR LEVEL
SFL..................STRUCTURE FLOOR LEVEL
TYP..................SLAB MARK
RC WALL/ COREWALL
RC FRAMING
NON-STRUCTURAL WALL
R.C KERB
BLOCK WALL (ARCHI)
RL (FFL)
REFERENCE LEVEL (±0) _________________
(w)
(h)
± Top Elev
+SFL
SFL
aaa
(VAR. refer to VARIES)
(VAR. = BEAM TOP FOLLOW SLAB SLOPE)
DROP PANEL FOR KINGPOST
(1000x1000x800)
TYP
BEAM MARK (B... ) REFER TO NEW BEAM
[TWA TO CONFIRM]
UB 533x312x182 UB 533x312x151
LEVEL
ST1, ST2 ST6, ST7
ST3
ST4, ST5 ST8
SSL +13.725; +15.91 ; +23.85
SSL +13.725; +15.91; + 17.50 ; +23.85
SSL +13.725; +17.50 ; +23.85
STEEL TIE BEAM SCHEDULES
(A)
(B)
(D)
(C)
Approved / No exception taken
Approved with comment, no resubmission required.
To revise & resubmit
For record purpose.
Date received :
Date returned :
Reviewed by :
Signature & date :
Note: The review of the shop drawing is for conformity to the design intent and for general arangement only. It does not relieve the
contractor from full responsibilty for error or ommision or from compliance with the requirements of the contract documents.
NO EXCEPTION TAKEN
REJECTED
MAKE CORRECTIONS NOTED
(PROCEED WITH COMMENTS
REVISE & RESUBMIT
The review of this shop drawing is for conformity in the design intent and for general arrangement only. DP Architects neither undertake
nor assume any responsibility whatsoever for the accuracy and/or adequacy (in any aspect) of the shop drawing. The contractor shall be
strictly and solely responsible for any discrepancy, error, omission, inadequacy or non-compliance (with contract documents) in the
shop drawings.
(A)
(B) (D)
(C)
Approved / No exception taken
Approved with comment, no resubmission required.
To revise & resubmit
For record purpose.
Date received :
Date returned :
Reviewed by :
Signature & date :
Note: The review of the shop drawing is for conformity to the design intent and for general arangement only. It does not relieve the
contractor from full responsibilty for error or ommision or from compliance with the requirements of the contract documents.
(A)
(B) (D)
(C)
Approved / No exception taken
Approved with comment, no resubmission required.
To revise & resubmit
For record purpose.
Date received :
Date returned :
Reviewed by :
Signature & date :
(A)
(B) (D)
(C)
Approved / No exception taken
Approved with comment, no resubmission required.
To revise & resubmit
For record purpose.
Date received :
Date returned :
Reviewed by :
Signature & date :
Note: The review of the shop drawing is for conformity to the design intent and for general arrangement only. It does not relieve the
contractor from full responsibility for error or omission or from compliance with the requirements of the contract documents.
Developer :
Architectural Consultant :
Civil & Structural Consultant :
M&E Consultant :
Specialist Sub-Consultant :
Main Contractor :
Specialist Sub-Contractor :
FOR APPROVAL
Key Plan :
PROPOSED ERECTION OF 35 STOREY DEVELOPMENT COMPRISING 2
STOREY COMMERCIAL ,1 STOREY SERVICE APARTMENTS (13 UNITS),
32 STOREY RESIDENTIAL FLATS (351 UNITS) WITH SWIMMING POOL AND
COMMUNAL FACILITIES , BASEMENT CAR PARK, MULTI-STOREY CAR PARK
ON LOT 00936X TS 03 AT BERNAM STREET (DOWNTOWN CORE PLANNING
AREA)
Project Title :
Drawing Description :
Architectural Coordinator : C&S Coordinator : M&E Coordinator :
Scale
Drawn by
Checked by
Date
Dwg no.
Filename
Nai Sheng
Fan Ya Xing
Colin Lim
HY-MCC (BERNAM) PTE LTD
TW-ASIA CONSULTANTS PTE LTD
No. 28, Sin Ming Lane , #04-137 Midview City S573972
Tel: 65 6291 6292 httos://tw-asia.com
Email: ws1397-bernam@tw-asia.com
65 Chulia Street, #43-04 OCBC Centre Singapore 049513
Tel: 65 6273 3872 Fax: 65 6273 3875
Email.: BERNAM@mccsingapore.com.sg
UNITED PROJECT CONSULTANTS PTE LTD
432 Balestier Road, #02-444 Public Mansion S329813
Tel: 65 6255 3900 Fax: 65 6253 4106
Email: 1627bernamstreet@upcpl.com.sg
CHINA JINGYE CONSTRUCTION
ENGINEERING (S) PTE LTD
DP ARCHITECTS PTE LTD
6 Raffles Boulevard, #02-249 Marina Squre S039594
21 Bukit Batok Crescent, #19-77, WCEGA Tower, S658065
TEL: (65) 6766 6883 www.mccsingapore.com.sg
Email: BERNAM@mccsingapore.com.sg
Sheet : of
1
2
3
4
5
6
7
8
A
B
C
D
E
F
1
2
3
4
5
6
7
8
Rev.
N
:
:
:
:
:
:
FOR RECORD PURPOSE
NAME & SIGNATURE :
DATE:
Note: This approval does not absolve the Contractor from complying with the requirements of the tender specifications/drawings, and/or
submissions confirmes by us, or nullify the Consulting Engineer's right to reject any such non-compliance on site. Dimensional and
position correctness and co-ordination with other services and building works remain the responsibility of the Contractor.
As indicated
08-Oct-2022 2:19:45 pm
THL
FYX
RFN_CJY_02-RDO_STRU_R20.rvt
22-Aug-2022
02
L04 CONCRETE BODY PLAN
L04_101
BER_
CJY_
ST_
CBP_
SD_
POD_
Rev
No.
Revision Description Date
00 Issue for Approval 02_Aug_2022
01 Revised as Consultant Comments 30_Sep_2022
02 Revised as DPA comments for L3M Head Room for GFA 05_Oct_2022
: NTS
L04_101
SCALE 1 : 100
04FL -CONCRETE BODY PLAN (PART-01)
-
FFL (23.200)
2022/10/11
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