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BAY WATER
COMPANY., Ltd

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

SHOP DRAWING FOR STAIRCASE REBAR FROM 1F TO 5F AT ZONE 3

Jan-2018


OWNER


950

6550

THANG S3.1
STAIRCASE
S3.1


OWNER

B1

ZONE 1
4350
8250

ZONE 4.2
B2
ZONE 2

THANG SH.15
STAIR SH.15

ZONE 3
ZONE 4.1
8600

KEYPLAN

11050
1350
6600

THANG SP5
STAIRCASE
SP5

THANG S3.2
STAIRCASE
S3.2

6600

THANG SH.14
STAIR SH.14

8600

THANG SP6
STAIRCASE
SP6

THANG SH.13
STAIR SH.13

8250
5750

5500

THANG S3.3
STAIRCASE
S3.3

B3


OWNER

B

3.2

8

B

B

2160

A

A

2530

1310

1310

A

2530

1890

2160

1890

A

1310

A

2530

1310

A

1310

1890

2160

270

B

7

600

1960

3.1

940

1260

8

1590

270

3.2

410

1960

1960

1260

990

1190

B

540

B

7

600

1260

3.1

940

500

6

1590

500

410

1460

600

500

5

1310

5

6

7

8

7

8

1215

1215

1215

1215

1215

1215

100

3.F

100

3.E

3.F

100

3.E

3.F

3.E

(COS +1.150 -> COS +3.950)

(COS +3.950 -> COS +9.550

(COS +9.550 -> COS +12.350)

TL/SC : 1/50

TL/SC : 1/50

TL/SC : 1/50

2500

930

2D20

200

700

A

1.2

1.1

2D20

200

+10.868
+8.068
+5.268
+2.468

+12.350 5F
+9.550 4F
+6.750 3F
+3.950 2F
+1.150 1F

CONDITION TYPE

400

A

(TORSION LINK)

- FOR ROD BARS (AI, CI):

REBAR LAPS MUST BE ALTERNATIVE,
PERCENTAGE OF LAPS PER SECTION THAN
<=50% (EXCHANGE POSTION REBAR)

1520

3.1 17.1

8D

10

D

10D

3.1 17.1
280

500

600
+3.950 2F
+1.150 1F

3.1 17.1

180

D

0

135

2D20

1
2

70

2D20

TL/SC:1/20
3.2 17.2

(TORSION LINK)

2350

2

3.2 17.2
1020

130

1

280

0

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

3.2 17.2

240

90

FOR EARTH-QUAKE

4D

200

D

0

TORSION LINK

280
200

280

330

+12.350
+9.550
+6.750
+3.950
+1.150

2D20
2700

D

2530

)

930

1.2

25

1850

1.1

700

SLAB

35

NHAU

DRILL AND USING FISCHER

1.1 2D20

BEAM

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

TL/SC:1/20

2D20

25

- COVERED WITH FINISH LAYERS

9

2

COL / WALL

7.5D

2

600

30D

600

2530

D

2530

500

(6

DRILL AND USING FISCHER

500

9

TABLE OF COVER c (mm)

1.1 2D20

D

190

700

150

1.2 2D20

3.F

120

120

2700

400

3.2

940

600

3.1

1590

1460

190
410


OWNER

1620

1730

10

8

0
24

270

4930
600

1190

540

1890

1310

1

600

0
24

2350
0

92

240

5.3

20

10

6.3

10

+2.468

1460

0
10

60

5.2

90
165

0
15

3a

0

0

a

24

60

10

28
+1.150

4

7
200

200

250

a

2.2

6

1150

120

150

2.1 2.2

10

28

1160
1120

150

420

2.1

430

165

3.1 3.2

240

2.2

2.1a 2.2a

290

1

900

8

6
5.1

10

290

14

240

420

0
24

7

1318

5.2

240

2.1

150

165

0

5.1

150

0

0
90

4
1160

1600

150

150

BEAM S3.1-02

3a

TL/SC:1/20

12

1880

16
4930

1160

2160

1310

600

20
0

17

0

200

13
.3
00

15

13.2

290

1460
85
0

200

.2

0

11.2

0
15

13

6
24

0

.1

11
.3

26

1482

165

7
70

240

65

0

13.1

11.4 11.3

12
150

14

11

26

+2.468

420

.4

70

1310

150

1150
120

10
11.211.1

TL/SC:1/20

14

120

BEAM S3.1-02

11.1

6

0

13

24

900

10

165

65

1860

430

250

200

+3.950

13.3

17.117.2

10
0

16

5

98

240
420

15
120

1460

120

500

150

1950

300

24
0

750


OWNER

1730

1620

0
24

250

8

9

270

1890

1310

2.1

550

3a

1460

15

5.2

0
24

5.2

0

5.1

240

a
2.1

+9.550
+6.750
+3.950

165

430

4

28

10

7
a

2.2

200

250

165

3.1 3.2

2350

2.1a 2.2a

200

1

240
0
24

0
24

290
420

120

8

0

0
60

3a

1

15

290

6

240

900

10

7

4

2.2

1318

0
10

10

8

88

15

420
150

0
60

5.3

165

8

9

+10.868
+8.068
+5.268

150

6.3
96

1150

20

240

120

1460

150

4930
500

150

1160

5.1

10

28

1160
1060

150

150

2.1 2.2
6

BEAM S3.1-02

1620

TL/SC:1/20

1880

12
300

16

24
0

1950

1460

2160

1310

600

200

500

20
98
0

240

1860

13

.3

17

0

900

00

13.2

290

11.1

0

.2

200

15

13

0

10

24

10
0

165

65

15

+12.350
+9.550
+6.750

13.3

17.117.2

16

420

150

4930

85

26
70

0

11

.3
1460

7

15

0

430

13

6
24
0

.1
240

65
0

13.1

250

11.4 11.3

12

14

1310

.4

1150

120

9

120

120

6

11

150

420
1160

26
70

+10.868
+8.068
+5.268

7

11.211.1

TL/SC:1/20

14

120

BEAM S3.1-02

1482

165

11.2

750


2530

510

5

2530

5

730

6

B

B

2160

6
510

1300

1230

3.F

1215

3.F

1215
100

3.F

(COS +1.150 -> COS +3.950)

(COS +3.950 -> COS +6.750)

(COS +6.750 -> COS +12.350)

TL/SC : 1/50

TL/SC : 1/50

TL/SC : 1/50

930

700

8A

1.1 2D20
TABLE OF COVER c (mm)

2530
DRILL AND USING FISCHER

2530

2
2D20

200

+12.350
+9.550
+6.750
+3.950

700

A

1.2

1.1

2D20

+10.868
+8.068
+5.268
+2.468

5F
4F
3F
2F

CONDITION TYPE

200

8A

BEAM

SLAB

35

25

- FOR ROD BARS (AI, CI):

NHAU
REBAR LAPS MUST BE ALTERNATIVE,
PERCENTAGE OF LAPS PER SECTION THAN
<=50% (EXCHANGE POSTION REBAR)

TL/SC:1/20

A

DRILL AND USING FISCHER

1850

8D
D
10

1.1

1520

14.1

10D

(TORSION LINK)

2D20

25

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

400

2

COL / WALL

- COVERED WITH FINISH LAYERS

150

14.1

930

D

D

0

135

D

280

1.1 2D20

2530

700

2D20
2700

14.1

280

5F
4F
3F
2F
1F

180

0

90

0

TORSION LINK
FOR EARTH-QUAKE

280
D
(6
4D

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

200

240
2D20

14.2

1
2

330

400

+12.350
+9.550
+6.750
+3.950

200

)

1.2

+12.350
+9.550
+6.750
+3.950
+1.150

D

190

120

1.2 2D20

3.F

120

2500

2700

7.5D

200

6
510

30D

1210

2960

1730

5

1230

3.10

4
1120

A

270

2160

300

3.10

2960

5

1230

DG-01

3

A

1210

1180

B

270

B

100

DG-01

6

1890

B

1210

A

1730

1215
2850

B

1210

1370

1215

400 300

3.10

A

1890

1320
2160

1890

A

550

2440

A

OWNER

3.9
1180

3.9
1310

3.9

510

730

4

700

3

510

300

2530

70

(TORSION LINK)

2D20

TL/SC:1/20
130

1

2

14.2

280

14.2
1020

2350


OWNER

1725

1310

0
250

240

1890

550

1370

1620

90

20

1.4

1.3
10
0

24
0

1150

4

6

10
0

165

150

0

240

60

0

1318

14
6

5

91

40

3

1.4

60
0

0

24

15

1.3

3

1.2

430

0

250

290

1.2

+1.150

5

250

2

0

28

120

420

8A

0

6

120

7

24

0

290
+2.468

3a

25

250

120

120

8
5120

700

2060

7

2500

3a
200

1790

2

4

200

120

120

1160

14.214.1

TL/SC:1/20

BEAM S3.2-02

BEAM DG-01

10
0

24

1930
6330
2160

.2

0
10

165

0
430

4

165

5

250

720

a

9.2

0

3
30

900

150

1160

11.1

150

150

9.1a 9.2a

290

8A

0

3
30

BEAM S3.2-02

24

10

9.1

4
0

420

a

12

15

0
65

240

12

14.2 14.1

11.2
5

.1

240
+2.468

3230

0
24

11

420
200

0
65

11

0

1482

13
11.3

10

0

85

290

.3
11

9.1 9.2

4

9.2
150

200

20
17

0

165

96

240

13

350

240

+3.950

3270

2850
20

150

1320

1460

TL/SC:1/20

1280

9.1


OWNER

1310
1210

1890

270

1630
90

8A

3.2

60
0

165

150

8

15

0

8

240

10

250

240

20
420

9

1730

290
+10.868
+8.068
+5.268

120

120

2500

3.3

1510

24

24
0

89
0

1900

2
200

1160

4

250

4
120

120

0

3.1
165

200

2

25

250

15
0

1
240

290

1

5

250

+9.550
+6.750
+3.950

2150

0

60
0

24
0

27
6

3.1

5
430

90

10
0

6

3.3

1318

7

3.2

7

0

14.2 14.1
1
BEAM S3.2-02

TL/SC:1/20

BEAM SLAB

1460
1910

0
24

900
2310

13.1
150

11
1820

0
65

12.3

.2

1

0

12

24

15

290

0

0

10

10

165

.4

10

30

30

0
24

430

240

10.3 10.4
8A

10

5

0

120

1160

10.1 10.2

12.1

4

720

1280

TL/SC:1/20

.3

3
30

14

150

165

290

120

1482

10.1

BEAM S3.2-02

250

150

240

0

4

240

900

13
15

0
65

1460

10.2

5

0
85

420

14.2 14.1

12.2

.1
12

15.1

200

200

30

17

2.3

420

15.3

350

2960

165

0

11

2470

20

95

420

15.2

900

2160
240

+10.868
+8.068
+5.268

15.4

420

13.3

420

2870

1210

+12.350
+9.550
+6.750

1460

420

13.4

350

150

13.2


190
410

1590

940

600

410

1590

OWNER

940

7

8

3.15

2160

B

1460

1260

1460

B

500

3.15

3.15

5

6

7

8

7

8

1215

1215

1215

1215

1215

1215

3.F

1310

1310

1310

A

270

2160

B

1460

1260

1460

B

500

990

B

1460

540

B

A

1890

1310

A

1310

A

1890

1310

70

3.14

70

530

8

270

2160

1890

1310

A

1310

70

A

500

1190

940

7
3.14

1310

3.E

3.F

3.E

3.F

3.E

(COS +1.150 -> COS +3.950)

(COS +3.950 -> COS +9.550

(COS +9.550 -> COS +12.350)

TL/SC : 1/50

TL/SC : 1/50

TL/SC : 1/50

TABLE OF COVER c (mm)
CONDITION TYPE

2500

930
2700

DRILL AND USING FISCHER

2530

600

2
2D20

200

1.1 2D20

700

A

1.2

1.1

2D20

200

10

500

2530

600
+10.868
+8.068
+5.268
+2.468

SLAB

35

25

+12.350 5F
+9.550 4F
+6.750 3F
+3.950 2F
+1.150 1F

- FOR ROD BARS (AI, CI):
- FOR DEFORMED BARS (AII, CII ...):
NHAU
REBAR LAPS MUST BE ALTERNATIVE,
PERCENTAGE OF LAPS PER SECTION THAN
<=50% (EXCHANGE POSTION REBAR)

10

A

(TORSION LINK)

2D20

1990

DRILL AND USING FISCHER

1.1

D

0

135

180

1380

3.1 17.1

D

7.5D

10D

TL/SC:1/20
2

30D

D
10

400

8D

D

0

90

0

TORSION LINK

3.1 17.1

FOR EARTH-QUAKE

280
500

1.1 2D20

200

2D20
2700

3.1 17.1

280

70

280

TL/SC:1/20
3.2 17.2

(TORSION LINK)

2490

2

3.2 17.2
880

130

1

280

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

1
2

2D20

+3.950 2F
+1.150 1F

3.2 17.2

240
2D20

330

400

+12.350
+9.550
+6.750
+3.950
+1.150

1.2

600

200

700

2530

D

D

)

930

(6

500

700

4D

190

25

BEAM

120

120

1.2 2D20

3.F

COL / WALL

- COVERED WITH FINISH LAYERS

150

3.14

1590

6

530

5

190
410

600


OWNER

1620

2500

9

10

270

120

2

120

1730

8

40

1
0

1190

540

1890

1310

0

92

5.3

430

600

240

0
10

600

24

2350

4930

0

90

5.2

5.2

9

1160

150

150

+2.468

150

165

0

5.1

90
14

240

240

150

6.3

0
10

250

20

60

7

6

420

0

24

1460

10

7

2.1

900

0

0

24

60

10
28

+1.150

200

a

2.2

2.1 2.2

10

28

1150

120

200

4

1120

120

3.1 3.2

420

a

2.1

2.2

290
165

1

2.1a 2.2a

0

3a

1318

165

15

6
5.1

240

8

4
1160

1600

150

150

BEAM S3.3-02

3a

TL/SC:1/20

1880

1460

13

2160

1310

.2

600

.3

0

165

200

+3.950

13.3

17.117.2
65

200

16

420

15

85

20

150

4930
500

13

0

17
00

10

16

1950

0

0

300

24

98
0

240

10

12

1860

900

13

.1

11.1

240

0
24

0

1460

13.2

290

200

11.2

15

0

6
24

0

26
70

11

.3

65

0

13.1

11.4 11.3

12
150

14

11

26

+2.468

420

70

.4

1310

150

BEAM S3.3-02

1482

165

7

1150
120

10
11.211.1

TL/SC:1/20

14

120

15

750


OWNER

1
1730

24

2350

0
89

120

250

120

2500

240

10

9

1620

0

88

550

20

9

+10.868
+8.068
+5.268

150

165

3a

240

10

2.1

0
24

4

28

7

250

200

2.1

900

5.1

10

a

2.2

200

3.1 3.2

10

a

2.2

+9.550
+6.750
+3.950

430

165

1

1318

165

2.1a 2.2a

290
420

1460

8

0
15

6
6

240
240

4

7

00

5.2

0
24

5.2

3a

15

15

1150
120

420

0
60

150

6.3

5.1

1160
150

1310

8

120

1890

150

270

0
10

0
10

8

1460

5.3

24

4930
500

6

28

1160
1060

150

150

2.1 2.2
6

BEAM S3.3-02

1620

TL/SC:1/20

1310

.2

165

85

0

+12.350
+9.550
+6.750

13.3

17.117.2

0

13

600

900

65

240

0
200

24
0

15

13.2

290

11
26 .3
70

13

6
24
0

1482

11.2

165
15

0

BEAM S3.3-02

11.1

1460

7

.1

65
0

13.1

11.4 11.3

12
150

420

1310

26 11.
70
4

+10.868
+8.068
+5.268

14

1150
120

9
11.211.1

TL/SC:1/20

14

120

16

1860

.3

10

2160
20

420

13
00

200

1460

15

0

17

4930
500

98

240

16

1950

10
0

0

300

24

150

1880

12

750


OWNER

P.M

P.M

P.N

P.N
5150

5150

1215

2

1145

350

3

D8@100

1315

4

4

CC-1
350

875

2430

1145

4350

A

B

3

2880
100

1

1215

2

1215

1215

1

2970

685

170

4D16

CC-1

1145

2970

170

4970

4970

B

A

2

70

A

200

250

A

B

A

1

D8@100

2

130

A

350

350

350 335

350

P.7

2880
100
1215

1145

B

1215

P.7

2430

180

1225

2 44D8@100, L=800
SECTION A-A_COLUMN CC-1

(COS +1.150 -> COS +5.380)
(COS -2.350 -> COS +1.150)

(from -2.350 to+ 12.350 )

TL/SC : 1/50

4D16

1

TL/SC : 1/50
-2.350

2500

930

1.2 2D20

DRILL AND USING FISCHER

50

2530

2D20

700

A

1.2

250

1.1

2D20

200

DETAILS_COLUMN CC-1
(from -2.350 to +12.350 )

2530
+10.970
+7.470
+3.270
-0.580

250

2

200

1.1 2D20

8

+10.970
+7.470
+3.270
-0.580

400

8
TABLE OF COVER c (mm)
CONDITION TYPE

TL/SC:1/20
2

A

(TORSION LINK)

14.2

500

1.1 2D20
1.2

25

14

280

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

+12.350

2530

NHAU

+5.350 3F
+1.150 1F

REBAR LAPS MUST BE ALTERNATIVE,
PERCENTAGE OF LAPS PER SECTION THAN
<=50% (EXCHANGE POSTION REBAR)

1

TL/SC:1/20
14.3

2D20

1490

2

280

135

D

0

90

0

TORSION LINK

14.4
1580

110

1

180

D

0

FOR EARTH-QUAKE

D

D

400

2

330

D

70

30D

240
2D20

10D

14

7.5D

8D
D
10

+10.970
+7.470
+3.270
-0.580 180

2D20
2700

SLAB

35

200

700

BEAM

- FOR ROD BARS (AI, CI):

280

930

25

2080

14.1

1.1

100

2D20

COL / WALL

- COVERED WITH FINISH LAYERS

990

DRILL AND USING FISCHER

100

400

700

120

120

2700

P7

300

160

DRILL AND USING FISCHER

4D

(6

)

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


OWNER

1450
1315
200

7

250

2430

6

-0.580

1320

0

2

5

300

250

8

40

05

7

10
BEAM SP.5-01

1.3

15

175

4

1.3

90

0

1770

6

270

1.2

200

0

75

175

150

25

18

3

CT1
10
35

1.2

2

270

2

5

10

195

0
1160

50

120

11

SLAB B1

0
42

120

-2.350

430
250

7

0

24

50

80

0

1.1

4

120

3

120

1150

1.1

TL/SC:1/20

250
2430

15

1315

430

+1.150

25

250

0

10

33

55
1150

1160

4

0

1730

11
.3

55

50
18

75

75

11

0

1240

12
.

12.1

4
420

10

-0.580

150

175

.2
680

700

0

24

3

3

33

10

120

4
120

175

15
0

12

11.1

12.2
90

5

8

0

250

1150

13

10

5

270

10
0

14

25

13

.3

120

11.2

12

200

0
120

24

5

250

250

155

75
0

420

250

1660

11.3

BEAM SLAB

1275

15

420

11
.1

12

1220

TL/SC:1/20
250
BEAM SP.5-01

200

875


OWNER

250

1200

1350
0

1315

7

6

7

+3.270

250

0
90

2

120

4
120

120

30

22

BEAM SP.5-01

1.3

2.4

1.3

6

175

120

5

1150

2120

8

40

270

4

250

50

40

5

5
11

0
25

950

5
1160

250

10

175

150

430

200

2970

300

335

250

25

3

1.2

1.2

50

40

15
0

CT1
0

0

0
10

90

1.1

24

2.3

450

2.2

2
0

9
10

850

3

195

+1.150

1.1
42

420

SLAB B1

300

0

2.1

10
14

800

TL/SC:1/20

BEAM SLAB

250

335

2970

1315

14

25
0

90

12

0

250

100

155

230

+5.350

1710

9

40
0

420

0

740

24

0

.3

250

14

BEAM SLAB

270

175

15

40
0

250

0

4
24
0

3

12

90

1240

11

13

.3

0

.4

11.1

05
420

22

10

13

.2

720
700

+3.270

11.2

8

420
10
0

13.1

1260
10

11
13

90

.1

BEAM SP.5-01

TL/SC:1/20
250

200

10

0

175

12
150

0

11

30
0

5

200

740

13.2

2080

13.3

15

15

11


OWNER

P.M

P.M

P.N

P.N
5150

5150
350

350 335

A

7

7

8

8

D8@100

CC-1

1145

2970

180

1585

4350

6

2880
100

6

1215

5

1215

P.7

5

1890

1145

350

A

350
1215

2880
100

1215

P.7

180

1315

1495

170

4D16

CC-1

1415

1890

170

4970

4970

2

70

A

200

250

A

A

A

1

D8@100

2

130

2970

180

685

2 44D8@100, L=800

(COS +5.350 -> COS +9.550)

(COS +9.550 -> COS +12.350)

TL/SC : 1/50

TL/SC : 1/50

SECTION A-A_COLUMN CC-1
(from -2.350 to+ 12.350 )

4D16

1
-2.350

2500

930

1.2 2D20

DRILL AND USING FISCHER

50

2530

2D20

700

A

1.2

250

1.1

2D20

200

DETAILS_COLUMN CC-1
(from -2.350 to +12.350 )

2530
+10.970
+7.470
+3.270
-0.580

250

2

200

1.1 2D20

8

+10.970
+7.470
+3.270
-0.580

400

8
TABLE OF COVER c (mm)
CONDITION TYPE

TL/SC:1/20
2

A

(TORSION LINK)

14.2

500

1.1 2D20
1.2

25

14

280

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

+12.350

2530

NHAU

+5.350 3F
+1.150 1F

REBAR LAPS MUST BE ALTERNATIVE,
PERCENTAGE OF LAPS PER SECTION THAN
<=50% (EXCHANGE POSTION REBAR)

1

TL/SC:1/20
14.3

2D20

1490

2

280

135

D

0

90

0

TORSION LINK

14.4
1580

110

1

180

D

0

FOR EARTH-QUAKE

D

D

400

2

330

D

70

30D

240
2D20

10D

14

7.5D

8D
D
10

+10.970
+7.470
+3.270
-0.580 180

2D20
2700

SLAB

35

200

700

BEAM

- FOR ROD BARS (AI, CI):

280

930

25

2080

14.1

1.1

100

2D20

COL / WALL

- COVERED WITH FINISH LAYERS

990

DRILL AND USING FISCHER

100

400

700

120

120

2700

P7

300

160

DRILL AND USING FISCHER

4D

(6

)

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


OWNER

250

1200

1350
1315

7

6

7

+7.470

250

0
90

250

10

175

150

430

2

8

0

24

120
120

120

30

22

BEAM SP.5-01

1.3

4

1150
2120

175

120

5

2.4

1.3

6

270

4

250

50

40

5

5
11

50

950

5
1160

200

2970

300

335

250

0
25

3

1.2

1.2

50

40

15
0

CT1
90

1.1

0
10

0

24

0

2.2

2
9
10

3

0
850

195

+5.350

2.3

450

1.1
0

42
420

SLAB B1

300

2.1

10
14

800

TL/SC:1/20

BEAM SLAB

250

335

2970

1315

14

25

0

90

12

0

250

100

155

230

+9.550

1710

9

40
00

420

24

0

11
.

3

250

14

BEAM SLAB

270

175

15

40
00

250

4

12

24

0

13

.3

90

0

3

1240

11
.4

11.1

05
420

22

10

13
.

2

720
700

+7.470

11.2

13.1
8

420
1260
10

11
13
.1

90

BEAM SP.5-01

TL/SC:1/20
250

200

150

10

0

175

12

10
0

0

11

30
0

5

200

740

13.2

2080

13.3

15

15

740


OWNER

240

1145

1890

5

88

1

1585

0
22

1750

9

0

2.1

24

60

175

175

3

6.4

1715

1490

9

1

6.3

10

29

1555

0

6.2

250

6

10

29

+9.550

230

420

850

25

6.1
200

420

2.1
340

195

14

0

0

3

BEAM SP.5-01

2.3

15

120

2.2

1420

120

270

1150

88

7

250

250
120

5

4

120

250

0

8

4

1160

2.2
10

0
24

0

5

250

10

0

60

5

150

430

2.3

45

15

+10.970

7

BEAM SLAB

420

1050

TL/SC:1/20

1145

1890

250

1585

16

1545

+12.350

91
0

250

12

.3

15

5

16

4

1415

15

60

.1

11

.4
250

0

1290
27

10
150

175

3

420

10

+10.970

11

.3

11.2
900

25

0

12.1
8

11

BEAM SP.5-01

650

1930

10

TL/SC:1/20

75
5

12

200

0

11

10

150

24

27

1380

14
175

BEAM SLAB

270

15
0

15

250

30
0

12.2

420

11.1
1540

200

0

0

10

24

0

0

10

60

20

.2

250

420

12
250

155

12.3


OWNER

5150
2405

5150
1350

170180

1045

2405

1350

1045

2

170180

5
TABLE OF COVER c (mm)

4

CONDITION TYPE

1300

1

1215

1

1215

1300

1215

1215

4

COL / WALL
25

- COVERED WITH FINISH LAYERS

BEAM

SLAB

35

25

440

7
1350

1080

4550

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

6

6
8D

P.11

P.11

D

7

2

30D

10D

600

600

600

600

10
D

5

180

D

0

135

7.5D

3

REBAR LAPS MUST BE ALTERNATIVE,
PERCENTAGE OF LAPS PER SECTION THAN
<=50% (EXCHANGE POSTION REBAR)

1300

1215

3

3950

3950

1350
1300

1215

4550

1520

- FOR ROD BARS (AI, CI):

1215

D

0

90

0

TORSION LINK

1890

1045

665

1200

1890

1865

1045
2935

4D

P.M

P.N

P.M

)

D

D

1865

FOR EARTH-QUAKE

(6

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

P.N

D8@100

(COS -2.350 -> COS +1.150)

(COS +1.150 -> COS +5.350)

TL/SC : 1/50

TL/SC : 1/50
1285

1285

T1.2 2T20

T1.2 2T20

BEAM SP.6-03b DETAIL

700

700

TL/SC: 1/20

T1.1 2T20

T1.1 2T20

900

T2.2 2T20

110

T2.2 2T20

30

0

L

1730

1730

700

700

T2.1 2T20

T2.1 2T20
400
900
1300

1300
13D8@100

13D8@100

+7.386
+3.186

DRILL AND USING FISCHER

200

2T20

B1

2T20

2T20

400

-1.280

T2

BEAM SP.6-03a DETAIL

200

+6.378
+2.178

T2

200

400

400

T1

40

1050

40
0

B1

2T20

1300
13D8@100

200

D8@100
2T20

1350
17D8@100

TL/SC: 1/20

330

240

70

900

2T20

B2

35

DRILL AND USING FISCHER

20

00

B1.1 2T20

DRILL AND USING FISCHER

700

700

1420
2T20 B2.1

30

0

1420
1810

1810

B1.2 2T20

B2

900

20

B1.1 2T20
110

L

2T20

B1.2 2T20
700

2T20 B2.2

900

30

2T20 B2.1

0

700
2T20 B2.2

900

400

T1

400

400

2T20

-0.230

DRILL AND USING FISCHER

1350
17D8@100

1008

1300
13D8@100

400

900

0

30
0

70

330

20
35

900

240

20
00


OWNER

1160

4

-1.280

1150

300

300

120

120

175

5

6
150

8.1

120

1215
120

1350

3

4
430

65
22

5

95

22

BEAM SP.6-03

1

2

1370

2

6

250

195

-2.350

250

0
15

270

250

7

3

1

1070

175

8.2

SLAB B1
25

1250

0

TL/SC:1/20

200

0

42

7

1350

1300

200

1300

12

13

12

-0.230

90

1265

300

10
11

1050

5
4

90

11

10

1400

9

30

0

5
20

20

3

8.1
0

20

90

6
175

8.2

90

150

300

TL/SC:1/20
8.2

420

20

1270

0

7

250
1890

1215

87

15

15

5

25

.3
15
.2
0

60
0

0

5

160
1380

15.2
15.3

270
24

14

80

0

0

24

TL/SC:1/20

250
1290
420

80

14

-0.230

.3

14.2
525

150

175

3
13

0

.1

14
.4

60

11

73

15

650
420

1565

15.1
12

14

25

0

13
BEAM SP.6-03

14.1

250

BEAM SLAB

24

200

4

1165

200

0

10

24

10

155

+1.150

160

-1.280

300

14
9

270

8.1

150

175

150

1220


OWNER

250
250

1350

1215

20

1

30

0
25

1145

00

8

1150

6.4
250

10

3

6.3

1360

6.2

BEAM SP.6-03

850
+1.150

0
42

250

168

7

188

6.1

6

8
1235

0

SLAB T1

25

800

420

200

250

2

450

1028

270

430

5

00

21

120

120

4
3

250

+2.178

168

5

150

9

120

120

1160

4

21

2

250

540

7
1

TL/SC:1/20
1465
1300
150

1350

200

1300

14
1420

16

300

150

168

150

300
150

14

+3.186

13

12
5

13

1008

270
168

4

15
12
BEAM SP.6-03

3
168

+2.178

7

11

10

1400

90

19

9
20

90

11
9

20

300

10

90

150

TL/SC:1/20
10

0

0

420

20

1270

8
250

1890

1215
250

20

15

05

18
.2
10
0

1165

60

20

250

26

15

3

0

150

90

19

18.2
24

17

60

1290
420

75

168

13

15

17
.3

+3.186

17.2
525

150

TL/SC:1/20

300

.4

26

0

270

17

18

.1

1344

0

18.3

168

4

76

0

75

1120

18.1

200

5

10

90

0

200

19

0

0
24

21

0

.3

+4.530

168

150

21

88

18

650
420

1580

14

16

17.1

0

15
BEAM SP.6-03

200

25

1165

200

1200


OWNER

250
1580
1080

1215

25

18

420

250

18.2

820

3

16
9

5

13

17

+4.530

17

19

150

18

00

1180

18

650

.2

420
200

19

1290

.4

250

200

4

148

150

17

16
95

+5.350

250

0

5

18.1

TL/SC:1/20

14

18
1180
300

BEAM SP.6-03

1700

T1.2 2T20
700

T1.1 2T20
900
26
45
30

T2.2 2T20
0

1350
700

T2.1 2T20
900

400
1515
14D8@100
+8.730
+4.530

DRILL AND USING FISCHER

400

1890

695

23D8@100
2T20

8D8@100

T1

200

D8@100

B1
1344

2T20

400

2T20

BEAM SP.6-03c DETAIL

T2

+7.386
+3.186

330

240

200
26

70

45

900
110

400

TL/SC: 1/20

2T20

B2

B1.1 2T20
700

DRILL AND USING FISCHER

815

L

2030

B1.2 2T20

2T20 B2.1

30

0

700
2T20 B2.2

900


OWNER

5150
2405

1350

1045

170180
TABLE OF COVER c (mm)

9

CONDITION TYPE

25

1300

1215

- COVERED WITH FINISH LAYERS

8
11

BEAM

SLAB

35

25

8

440

- FOR ROD BARS (AI, CI):

3950

1080

1350

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

D

0

135

600

600

D

180

P.11

30D
D

0

90

0

TORSION LINK

11

9

1865

1045

(6
D
)

1890

4D: FOR LINKS, STIRRUPS, HOOPS

4D

1200

FOR EARTH-QUAKE

D

665

7.5D

8D

10
10D

10

D
10

1300

REBAR LAPS MUST BE ALTERNATIVE,
PERCENTAGE OF LAPS PER SECTION THAN
<=50% (EXCHANGE POSTION REBAR)

1215

4550

COL / WALL

6D: FOR THE OTHERS

2935

P.M

P.N

(COS +5.350 -> COS +9.550)
TL/SC : 1/50
250
1215
250
120

20

0

2

120

0
21

8

1

1

250

5

250

250

+5.350

188

1360

350

BEAM SP.6-03

6
1235

450

0

25

200

3

3
430

1028

5

168

2

4
1150

4
270

5

TL/SC:1/20
1465
1300

150

1350

200

1300

12
1420

16

300

150

168

150

300
150

12

+7.386

11

10
5

11

4

10
BEAM SP.6-03

3
168

+6.378

6

10

20

9

90
19

150

90

300

TL/SC:1/20
8

5

7
0

20

90

9
7

15
1400

168

1008

270

120

1160

30

+6.378

168

5

6
150

7

420

8
1270

20

0

120

1350


OWNER

250

1200

1215

250

20

88
0

15

05

18

.2

+8.730

10
26

76

0

75

18
.1

1120

17

1344

19

18.2
24
0

150

168

15
0

18.3

90

4

420

75

0

17
.

270

15

13

17.2

3

+7.386

525
150

168

3

TL/SC:1/20

1290

26

60

17

300

.4

18.1
14

1580

16

17.1

0

200

25

15

1165

250
1580
1215

16

17

16
+8.730

150

TL/SC:1/20

19

17
00

95

1180

18

650

.2

420

18.1
14

18
1180

BEAM SP.6-03

200

18.2

820

4
13

1290
420

250

5

3

18
.4

250

18

17

95

300

200

150

148

+9.550

250

25
0

19

650
420

BEAM SP.6-03

1080

200

250

200

20

5

10
0

90

24
0

19

200

21

1165

60
0

168

150

0

21

1890

18
.3


OWNER

3.D
TABLE OF COVER c (mm)
CONDITION TYPE

COL / WALL
25

- COVERED WITH FINISH LAYERS

BEAM

SLAB

35

25

2120

960

1

2
90

CC-1

NHAU

1055

1055

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

2805

REBAR LAPS MUST BE ALTERNATIVE,
PERCENTAGE OF LAPS PER SECTION THAN
<=50% (EXCHANGE POSTION REBAR)

7.5D

10D

30D

D
10

D

90

0

4500

TORSION LINK

D

FOR EARTH-QUAKE

4D

(6

250

80

1020

360

2

)

D

+5.650

150

135

0

5555

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

1020

2060

1

(COS +1.150 -> COS +5.650)

2420
1060

D8@100

500

2D20 2.2
700

4D16

250

2380

A

1

D8@100

180

3D

2

3

180

+4.347

2D20

CC1

A

200

250

700

70

2

130

2D20 2.1

2 44D8@100, L=800

2
SECTION A-A_COLUMN CC-1

2D20

200

+4.347

2

B

200

3

(from -5.350 to- 2.350 )

4D16

400

(TORSION LINK)

2D20

1
+1.150

DRILL AND USING FISCHER

B

1

500

2D20

160

3

1

240

500

330

DRILL AND USING FISCHER

70

110
700

1.1 2D20

1.2 2D20

1790
1670

3

DETAILS_COLUMN CC-1
(from +1.150 to +5.650 )

1

4660

4350

4D16

TL/SC : 1/50

400

180

D

0

1750

8D

D

3.11

90

- FOR ROD BARS (AI, CI):


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