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CHINA CONSTRUCTION (S.E.A)
CORPORATION., Ltd

BAY WATER
COMPANY., Ltd

SUNWAH PEARL PROJECT
CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY

SHOP DRAWING FOR BEAM REBAR OF RETAINING WALL AT BASEMENT

Aug-2017


1.3

1.4

1.5

OWNER
P.F

1.6

1.7

P.G

P.H

1.8

1.9

1.10

P.I

Wh (300)

h

(3
0

0)

Wh (3

W

CP-1

P.2

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

P.K

P.L

P.M

TABLE OF COVER c (mm)

P.N

CONDITION TYPE

00)

COL / WALL

1.A

BEAM

SLAB

50

50

50

35

45

25

25

35

25

CP-1

D

- CONTACTED TO SOIL / WATER
CP-1

- NOT COVERED WITH FINISH LAYERS

1.B
Wh (300)

D

10

P.1

P.E

D

0

135

D

0

90

0

TORSION LINK

- COVERED WITH FINISH LAYERS
CP-1

180

8D

FOR EARTH-QUAKE

0)

D

(3
0

)

W

h

4D: FOR LINKS, STIRRUPS, HOOPS

4D

3.A
1.C 1.D

CP-1
CP-1

3.F

CP-1

- FOR ROD BARS (AI, CI):

3.D

3.C 3.B

3.E

6D: FOR THE OTHERS

P.O

- FOR DEFORMED BARS (AII, CII ...):

CP-1

CP-W3
Wh

CP-1

(30
0)

CP-W2

1.E

Wh (30

0)

1.F

CP-1

CP-1

CP-1

CP-1

CP-1

Wh (300)

CP-W2

CP-W5

3.1

h

W

CP-2

CP-4

CP-2

CP-2

CP-2

CP-2

CP-2

CP-2

CP-1

CP-3

CP-3

CP-3

CP-3

CP-2

CP-2

CP-2

CP-2

CP-2

CP-2

CP-2

CP-1

3.3

CP-3

CP-2

Wh (300)

P.4

CP-1

CP-2

3.2

CP-4

)
00
(3

P.3

CP-1

CP-1

3.4

CP-1

P.5

CP-1

CP-4

CP-2

CP-W4

CP-2

CP-2

CP-4

CP-2

CP-2

CP-2

CP-2

CP-2

CP-2

3.5

2.1

CP-1
B2-C1

CP-2

CP-2

CP-2

CP-2

CP-2

CP-1

CP-2

CP-2

CP-2

CP-2

CP-2

CP-2

CP-2
Wh (300)

CP-1

2.2

P.6

3.6

CP-1

CP-2

CP-W6a

2.3

3.7

Wh (300)

CP-1

3.8 3.9

CP-1
CP-5

2.4

P.7

X(m)

Y(m)

A
B
C
D
E
E1
E2

191.784
173.463
177.863
273.846
278.809
280.513

282.078

89.300
208.285
212.927
203.575
199.178
191.589
184.660

E3
E4
E5
E6

284.159
287.086
289.890
249.977

177.911
171.426
166.678
160.068

E7
E8
E9

300.375

304.807
307.181

154.557
148.987
143.684

E10
E11
F

309.854
311.415
311.975

138.614
132.315
127.283

G

311.975

94.330

H

306.855

89.300

B2-C1

CP-W6

CP-5

CP-5

CP-1

CP-5

CP-2

CP-2

CP-W9
CP-1

CP-1

CP-1

CP-1

CP-1

CP-2

CP-2

CP-2

CP-6

CP-6

CP-6

CP-1

CP-6

CP-2

CP-2

CP-2

CP-1

CP-1

CP-1

CP-1

CP-1

3.10

P.8

CP-1
CP-1

2.5

CP-1

CP-W7

CP-W8

CP-W7

CP-W8

CP-W8

CP-1

CP-W8

CP-W8

CP-W7

3.11

2.6

P.10

CP-W7

CP-W7

Wh (300)

P.9

CP-W7
CP-1

CP-W8

D10@1000x1000
CP-5

CP-5

CP-5

CP-1

CP-5

CP-2

2.7

P.11

CP-1

CP-W7
CP-8

CP-8

CP-7

CP-7

CP-1

CP-W7

P.12

CP-7

CP-7

CP-7

CP-1

CP-7

CP-7

D12@200
3.13

CP-1

2.8

CP-1

3

CP-1

CP-1

CP-1

CP-1
CP-1

3.14

2.9

P.13

CP-1

CP-1

CP-1

CP-1

CP-1
CP-1

2

water-stop

CP-W10

CP-1

Wh (300)

4

D16@150

D12@150
CP-1

5

3.12

CP-W7

CP-1

3.15

CP-1

CP-1

Wh (300)

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

CP-1

Wh (300)

P.14

CP-1

CP-1

CP-1

1

CP-1
CP-1

Wh (300)

2.H

2.G 2.F

2.E

2.C 2.B

8D25

CP-1

CP-1

2.A
CP-1
CP-1
Wh (300)

CP-1

Lean concrete

P.N

P.F

P.G

P.H

P.I

P.K

P.L

P.M
Wh (300)

SECTION 1-1

)

P.E

00

P.D

(3

P.C

h

P.B

W

P.A

7.5D

1.2

P.D

30D

1.1

P.C

10D

P.B

(6
D

P.A

P.P

3.F
3.K 3.I

3.H 3.G

3.E

3.D

3.C

3.B 3.A

P.O


)
Wh (300

OWNER

Wh (300)

P.14
2.E

P.D

2.G

2.F

P.C

2.H

P.B

P.A

1.1 2D25
1.1 2D25

Stars rebar

1.2 2D25

1.2 2D25
1.2 2D25

Stars rebar

2
3
basement B2
-5.350

2
3
2D25

2D25

1.1

2D25

2
3

Rebar stars of retaining wall

1.4

2D25

1.2

2
3

2
3

Rebar stars of retaining wall

2D25

basement B2
-5.350

2D25

1.3

PB

PA

2D25

1.1

1.4

2D25

Rebar stars of retaining wall

2D25

1.2

2D25

1.3

2D25

1.4

PC

1.3 2D25

1.3 2D25

Stars rebar

1.4 2D25

1.4 2D25

1.4 2D25

1.2

1.3

PD

1.3 2D25

Stars rebar

2D25

1.1


OWNER

Wh (300)

2.A
2.C

2.B
P.F

P.E

P.D

P.I

P.H

P.G

1.1 2D25
1.1 2D25

1.1 2D25

1.2 2D25
1.2 2D25

2
3

1.2 2D25

2
3

Rebar stars of retaining wall

2D25

basement B2
-5.350

2D25

PE

2D25

1.1

1.4

2D25

1.3

1.2

2D25

2D25

1.1

2D25

2
3

Rebar stars of retaining wall

1.4

2D25

2D25

basement B2
-5.350

1.2

PG

2D25

1.1

2D25

1.3

PF

2
3

Rebar stars of retaining wall

1.4

2D25

1.2

1.3

PI

PH

1.3 2D25
1.3 2D25

1.3 2D25

1.4 2D25
1.4 2D25

1.4 2D25

Rebar stars of retaining wall


OWNER

Wh (300)

P.N

P.M

P.L

P.K

(6

D

)

3.G

4D: FOR LINKS, STIRRUPS, HOOPS

4D

D

D

7.5D

D

30D

10D

D
10

D

8D

180

0

135

0

90

3.H
6D: FOR THE OTHERS

0

3.I

TORSION LINK

3.K

FOR EARTH-QUAKE

1.1 2D25

1.1 2D25
1.1 2D25

1.2 2D25

1.2 2D25
1.2 2D25

2
3

Rebar stars of retaining wall

2D25

basement B2
-5.350

PL

2D25

1.1

2D25

PK

2
3

Rebar stars of retaining wall

1.4

2D25

2
3

Rebar stars of retaining wall

2D25

basement B2
-5.350

1.2

PM

2D25

1.1

2D25

1.3

2

3

Rebar stars of retaining wall

1.4

2D25

1.2

2D25

2D25

1.1

2D25

1.3

Rebar stars of retaining wall

1.4

PN

1.3 2D25

1.3 2D25
1.3 2D25

1.4 2D25

1.4 2D25
1.4 2D25

2D25

1.3

1.2

basement B2
-5.350


W

h(
30

0)

OWNER

Wh (300)

P.O
P.

O

3.A

3.B

Wh (300)

3.C
3.E

3.D

3.F

P.
P

1.1 2D25
1.1 2D25

1.1 2D25

1 8D25
1.2 2D25
1.2 2D25

1.2 2D25

8D25

2
3

2
3

Rebar stars of retaining wall

2D25

2D25

1.1

2D25

1.4

2D25

1.2

2D25

Rebar stars of retaining wall

Rebar stars of retaining wall

2D25

1.1

2D25

1.3

1

2
3

1.4

2D25

1.2

basement B2
-5.350

1.3

PO

180

1.4 2D25

D

0

135

D

0

90

0

TORSION LINK

(6

D

)

FOR EARTH-QUAKE

4D

1.4 2D25

D

1.4 2D25

10D

D

8D
7.5D

D
10

1.3 2D25

30D

1.3 2D25

1.3 2D25

4D: FOR LINKS, STIRRUPS, HOOPS

6D: FOR THE OTHERS


OWNER

10

)
D

4D: FOR LINKS, STIRRUPS, HOOPS

(6

D

4D

D

D

D

7.5D

10D

D

30D

8D

180

0

135

0

90

6D: FOR THE OTHERS

0

TORSION LINK
FOR EARTH-QUAKE

3.1

3.2

3.3

3.4

3.5

3.6

Wh (300)

Wh (300)

h
W

)
00
(3

1.1 2D25

1.1 2D25
1.1 2D25

1.2 2D25
1.2 2D25

1.2 2D25

Rebar stars of retaining wall

Rebar stars of retaining wall

basement B2
-5.350

2D25

1.1

2D25

2D25

1.4

2D25

2D25

1.2

1.1

2D25

1.3

3.2

3.3

Rebar stars of retaining wall

2D25

1.4

2D25

basement B2
-5.350

1.2

1.3

3.4

3.5

3.6

1.3 2D25

1.3 2D25
1.3 2D25

1.4 2D25
1.4 2D25

Rebar stars of retaining wall

1.4 2D25


OWNER

3.7

3.8

3.10

3.9

3.11

3.12

Wh (300)

1.1 2D25

1.1 2D25

1.1 2D25

1.2 2D25

1.2 2D25
1.2 2D25

Rebar stars of retaining wall

2D25

1.1

2D25

Rebar stars of retaining wall

Rebar stars of retaining wall

2D25

1.4

1.2

2D25

2D25

1.2

1.1

2D25

1.3

3.8

3.7

3.9

2D25

1.4

2D25

Rebar stars of retaining wall

2D25

1.2

basement B2
-5.350

1.1

2D25

1.3

3.10

1.3 2D25

Rebar stars of retaining wall

3.11

2D25

1.4

2D25

1.2

1.3

3.12

1.3 2D25
1.3 2D25

1.4 2D25

1.4 2D25
1.4 2D25

1.4


OWNER

3.13

3.14

3.15

h
W

(3

00

)

Wh (300)

1.1 2D25

1.1 2D25
1.1 2D25

1.2 2D25

1.2 2D25

1.2 2D25

1.2 2D25

Rebar stars of retaining wall

Rebar stars of retaining wall

2D25

basement B2
-5.350

1.1

2D25

3.13

2D25

1.4

2D25

Rebar stars of retaining wall

2D25

1.2

1.1

2D25

1.3

3.14

Rebar stars of retaining wall

2D25

1.4

2D25

2D25

1.2

1.1

2D25

1.3

2D25

1.4

2D25

1.2

basement B2
-5.350

1.3

3.15

1.3 2D25

1.3 2D25

1.3 2D25

1.4 2D25

1.4 2D25
1.4 2D25

1.4 2D25


OWNER

3.

P.

1

A
P.

1

3.

2

P.
2

Wh (300)
W

h(

30

0)

Wh (300)

1

8D25

Rebar stars of retaining wall

basement B2
-5.350

8D25

1

3.1

3.2
1 8D25

2

Rebar stars of retaining wall

Rebar stars of retaining wall

3

8D25

D10@1000x1000

D12@200

3

1

5

P2

P1

4

D16@150

D12@150

2

water-stop

8D25

180

0

135

30D
D

0

90

7.5D

D

0

TORSION LINK
FOR EARTH-QUAKE

4D

(6

D

)

Lean concrete

D

1

10D

D
10

D

8D

4D: FOR LINKS, STIRRUPS, HOOPS

SECTION 1-1
6D: FOR THE OTHERS


OWNER

P.B

1.1

P.C

1.2

1.3

P.D

1.4

P.E

1.5

1.6

Wh (300)

1.1 2D25
1.1 2D25

1.1 2D25

1.1 2D25

1.2 2D25

1.2 2D25

1.2 2D25

1.2 2D25

2
3

2
3

Rebar stars of retaining wall
2D25

2D25

1.1

1.4

2D25

2D25

Rebar stars of retaining wall

Rebar stars of retaining wall
2D25

1.2

2D25

1.3

2
3

1.1

1.4

2D25

2D25

PD

1.3 2D25

1.3 2D25

PE

1.3 2D25

1.3 2D25

1.4 2D25

1.4 2D25

2D25

1.3

PC

PB

2D25

1.2

1.4 2D25

1.4 2D25

1.1

1.4

2D25

2D25


OWNER
P.H

P.G

1.10

1.9
1.8

P.F

P.E

1.7

1.6

P.I

Wh (300)

P.L

P.K

1.1 2D25

1.1 2D25
1.1 2
D25

1.2 2D25

1.2 2D25

star
Rebar

ining
s of reta

2D25

1.1

wall

2D25

1.2

2
3

1.2 2
D25

2
3

2D25

1.1

2D25

1.2
2D25

1.1
2D25

2D25

2D25

1.3

1.4

1.4

2D25

1.3

1.2

Rebar

re
stars of

taining

1.1

wall

2D
25

2D25

1.4

2D25

1.3

2
3

2D25

PF

Rebar

PE

stars of

PG
1.3 2D25

g wall

retainin

2D25

PH

2D25

1.3 2D25
1.3 2
D25

1.4

2D
25

1.2

2D25

1.3

1.4 2D25

1.2

1.1

2D25

PI

1.4 2D25
2D25

1.1

1.4 2
D25

2D25

1.4

PK

2D25

1.3

1.3

2D
25

2D25

1.2


F
3.

L

P.

10
1.

P.

I
P.

M
P.

K

300)

Wh (

Wh (300)

-1

CP

1.1

25
1.1 2D

1.1 2D25

25
1.2 2D

1

1.
25

2D

25
2D

1.

1.

5

2
2D

2

1

2

25

2D

3

4

1.

1.

2D

3

1.

4

1.

a
et
fr

5

2
2D

o

3

2D

25

2

st

Re

2

5
D2

4
1.

1.

PN

25

.3

25
1.3 2D

1

PM
PK

PL

3

1.

2D

25

2D

2D

1.

wa

2

1.

25
2D

2

25

25

2D

25

4

.2
1 5 1
1 . 2D 2

25

2D

1
1.

2D

25

1.

2D

2

1.
25

r
ba

2

of

s
ar

3

rs
ta

ll
wa

rs

2D

R

s
ar
eb

g
in
in
ta
re

ta

rs
ba
Re

ng
ni
ai

g
in
in

3

5
2D2
1.2

t
re
of

25

2D

ll

1.2 2D25

1.2 2D25
ll
wa

2D
25

1.1

5
2D2

1.
1

1.1 2D25

25
1.4 2D

1.3 2D25

1.3 2D25

25

PI

3
1.

1.4 2D25

1.4 2D25

4

1.3

5
2D2

PH
1.4

5
2D2

PG

1.4

25
2D

180

0

135

30D
D

0

90

4D

(6

4D: FOR LINKS, STIRRUPS, HOOPS
6D: FOR THE OTHERS

0

TORSION LINK
FOR EARTH-QUAKE

)

D

D

D

8D

D

7.5D

D

10D

10

OWNER


OWNER
P.O

P.N

3.A
3.B

P.M
3.C

3.D

3.E
3.F

Wh

0)
Wh (30

Wh (300)

25
1.1 2D

25
1.1 2D

1.1 2D
25
2D2

25
1.2 2D

1.1 2D25

5

25
1.2 2D

5
2D2

1.1
2D2

5

1.2

f
rs o

gw
inin
reta

1.2 2D
25

all

s of

1.2 2D25

Reb

tar
ar s

reta

all

gw

inin

ta
ar s

Reb

2
3

5
2D2

ar
Reb

1.3

5
2D2

1.3

2D2

1.1

5
2D2

ing

tain

f re

so
star

wall

2

2D2

2
1.2

5

1.1

5

2D2

3

2D2

1.1 2D25 1.2

2D2

5

2D2

3

1.2

5

5

1.3

1.4
5
2D2

5

5
2D2
5
2D2

1.4

PM

5
2D2

1.4
25
1.3 2D

1.3

PN
1.4

2D2

1.3

25
1.3 2D

5
25
1.4 2D

1.3 2D
25

1.3 2D25

1.4 2D
25

25
1.4 2D

1.4 2D25

(30
0

)


OWNER

W
h

Wh (300)

Wh (300)
1.A

1.C

1.B

1.E

1.D

1.F

P.2

1.1 2D25

1.1 2D25

1.1 2D25

1.1 2D25

1.2 2D25

1.2 2D25

1.2 2D25

1.2 2D25

2
3

Rebar stars of retaining wall

1A

2

3

1B

Rebar stars of retaining wall

1C

2
3

1D

Rebar stars of retaining wall

1E

1F

P2

1.3 2D25

1.3 2D25
1.3 2D25

1.4 2D25

1.3 2D25

1.4 2D25
1.4 2D25

1.4 2D25

(3
00

)


OWNER

Wh (300)
1.E

2.2

2.1

1.F

P.4

P.3

P.5

P.6

1.1 2D25
1.1 2D25

1.1 2D25

1.2 2D25

1.2 2D25

1.2 2D25

Rebar stars of retaining wall

1E

Rebar stars of retaining wall

2
3

Rebar stars of retaining wall

2
3

1F

P3

P5

P4

P6

1.3 2D25
1.3 2D25

1.4 2D25

1.3 2D25

1.4 2D25
1.4 2D25


CP-1

OWNER

Wh (300)
2.2

2.3

2.5

2.4

P.7

P.6

2.6

P.8

P.10

P.9

1.1 2D25

1.1 2D25
1.1 2D25

1.2 2D25

1.2 2D25
1.2 2D25

Rebar stars of retaining wall

2
3

Rebar stars of retaining wall

Rebar stars of retaining wall

2
3

2
3

P6

P8

P9
P10

P7
1.3 2D25

1.3 2D25
1.3 2D25

1.4 2D25

1.4 2D25

1.4 2D25


OWNER

Wh (300)
2.6

2.7

2.8

P.11

P.10

2.9

P.13

P.12

1.1 2D25

P.14

1.1 2D25

1.1 2D25

1.1 2D25

2D25

1.2 2D25

1.2 2D25

1.2 2D25

Rebar stars of retaining wall

Rebar stars of retaining wall

2
3

2
3

P11

P12

P14

P13

P10
1.3 2D25

1.3 2D25
1.3 2D25

2D25

1.4 2D25

Rebar stars of retaining wall

1.3 2D25

1.4 2D25
1.4 2D25