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PERHITUNGA

NAMA PROYEK : SOPO DEL OFFICE TOWER + LIFE

KONTRAKTOR : PT. WASKITA KARYA DIVISI GEDU

DWG. FOR CONSTRUCTION DATE : STB-0311, 14 AGUSTUS 201

STB-00!, 00!A, 00!B, 00!C "

NO ITE# K&&'()*A

/

AS . A-B/TB 01 - TB 08 1 S3 AS . A-B/TB 01 - TB 08

2 SK AS . A-B/TB 01 - TB 08

3 SK AS . A-B/TB 01 - TB 08

4 SK AS . A-B/TB 01 - TB 08

AS . B-C/TB 01 - TB 08

1 S3 AS . B-C/TB 01 - TB 082 S1 AS . B-C/TB 01 - TB 08

3 S4 AS . B-C/TB 01 - TB 08

4 S4 AS . B-C/TB 01 - TB 08

5 S2 AS . B-C/TB 01 - TB 08

6 S2 AS . B-C/TB 01 - TB 08

7 S1 AS . B-C/TB 01 - TB 08

8 S2 AS . B-C/TB 01 - TB 08

9 S2 AS . B-C/TB 01 - TB 08

10 S2 AS . B-C/TB 01 - TB 08

11 S1 AS . B-C/TB 01 - TB 08

12 S2 AS . B-C/TB 01 - TB 08

13 S1 AS . B-C/TB 01 - TB 08

14 S3 AS . B-C/TB 01 - TB 08

15 S2 AS . B-C/TB 01 - TB 08

16 SK AS . B-C/TB 01 - TB 08

TOTAL VOLU

PT. Toba Pengembang Sejahta

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PERHITUNGA




STB-00!, 00!A, 00!B, 00!C "

NO ITE# K&&'()*A

/

!"an # P S$ega

Poje%t &e"e'o(ment

PT. Toba Ka)a Sejahta

.................

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VOLUME STRUKTUR SLAB LT. 07 TOWER B

STYLE

G

EA# $ SLAB %

D)*)

56

VOL

B&*

7 5 3

( 8 9 " ( 8 9 %

58.00 11.65 0.13 1.00 87.84

13.10 1.30 0.15 2.00 5.11

41.66 1.30 0.15 1.00 8.12

18.25 1.20 0.15 1.00 3.29

104.36

13.10 12.46 0.13 1.00 21.227.90 2.75 0.13 1.00 2.82

6.78 2.75 0.12 1.00 2.24

1.20 1.20 0.12 1.00 0.17

37.10 4.25 0.13 1.00 20.50

4.00 4.00 0.13 2.00 4.16

6.70 4.00 0.13 1.00 3.48

3.50 3.50 0.13 2.00 3.19

3.50 3.50 0.13 2.00 3.19

4.00 4.00 0.13 1.00 2.08

6.78 4.00 0.13 1.00 3.53

4.00 4.00 0.13 1.00 2.08

10.10 2.75 0.13 1.00 3.61

13.10 8.60 0.13 1.00 14.65

19.80 2.30 0.13 1.00 5.92

13.10 1.30 0.15 1.00 2.55

!.38

E 1.74

PT. *ang+ong Seah !n+one,$a

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VOLUME STRUKTUR SLAB LT. 07 TOWER B

STYLE

G

EA# $ SLAB %

D)*)

56

VOL

B&*

7 5 3

( 8 9 " ( 8 9 %

A'"$at$ ene,

S

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"#$#%&'(REV

;22201

0

#E

K'*9*B9))*9

2

675.70 -

34.06 -

54.16 -

21.90 -

78!.8) -

163.23 -21.73 -

18.65 -

1.44 -

157.68 -

32.00 -

26.80 -

24.50 -

24.50 -

16.00 -

27.12 -

16.00 -

27.78 -

112.66 -

45.54 -

17.03 -

73).64 -

1*!18.4! -

PT. a,$ta Ka)a

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"#$#%&'(REV

;22201

0

#E

K'*9*B9))*9

2

oo St$,no

S

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PERHITU




STB-00!, 00!A, 00!B, 00!C "

!T Koo+$nat/A,

a b %

AS TB.A - TB. B +HORISONTAL ,

1 B2 AS TB.A - TB. B #!STA*

2 B16 AS TB.A - TB. B #!STA*

AS TB.B - TB. C +HORISONTAL ,

1 B4 AS TB.B - TB. C #!STA*

2 B16 AS TB.B - TB. C #!STA* 3 B2 AS TB.B - TB. C #!STA*





















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PERHITU




STB-00!, 00!A, 00!B, 00!C "

!T Koo+$nat/A,

a b %


AS TB.A +VERTIKAL ,

1 B9 AS TB.A T!KA*

2 B6 AS TB.A T!KA*

3 B8 AS TB.A T!KA*

AS TB.B +VERTIKAL ,

1 B12 AS TB.B T!KA*

2 B2 AS TB.B T!KA*

3 B3 AS TB.B T!KA*

4 B6 AS TB.B T!KA*

5 B9 AS TB.B T!KA*

4 B10 AS TB.B T!KA* 5 B49 AS TB.B T!KA*

6 B48 AS TB.B T!KA*

7 B31 AS TB.B T!KA*

8 B28 AS TB.B T!KA*

9 B50 AS TB.B T!KA*

10 B53 AS TB.B T!KA*


12 B45 AS TB.B T!KA* 13 B53 AS TB.B T!KA*





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PERHITU




STB-00!, 00!A, 00!B, 00!C "

!T Koo+$nat/A,

a b %







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PERHITU




STB-00!, 00!A, 00!B, 00!C "

!T Koo+$nat/A,

a b %

AS TB.C +VERTIKAL ,

1 B6 AS TB.C T!KA*

2 B3 AS TB.C T!KA*

3 B38 AS TB.C T!KA*

4 B38 AS TB.C T!KA*

5 B29 AS TB.C T!KA*

6 B9 AS TB.C T!KA*

7 B53 AS TB.C T!KA*

8 B53 AS TB.C T!KA*

9 B53 AS TB.C T!KA*

10 B35 AS TB.C T!KA*

11 B2 AS TB.C T!KA*

PT. Toba Pengembang Sejahta

!"an #.P S$ega Poje%t &e"e'o(ment

PT. Toba Ka)a Sejahta

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PERHITU




STB-00!, 00!A, 00!B, 00!C "

!T Koo+$nat/A,

a b %

................

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GAN VOLUME STRUKTUR BEAM LT. 7 TOWER B

STYLE

G

EA# $ SLAB %

&$men,$m'ah

( ' t t

+ e : S'ab g

0.1310.85 0.40 0.90 0.77 8.00

11.25 0.35 0.90 0.77 7.00

0.13

12.00 0.40 0.90 0.77 3.00

11.60 0.35 0.90 0.77 2.0012.00 0.40 0.90 0.77 1.00

11.60 0.35 0.90 0.77 1.00

7.30 0.25 0.50 0.37 1.00

7.30 0.40 0.80 0.67 1.00

2.00 0.20 0.30 0.17 2.00

3.65 0.30 0.50 0.37 2.00

3.65 0.35 0.50 0.37 1.00

6.10 0.30 0.50 0.37 1.00

3.20 0.40 0.50 0.37 1.00

9.43 0.30 0.70 0.57 2.00

3.20 0.20 0.40 0.27 1.00

3.65 0.35 0.50 0.37 2.00

3.20 0.40 0.50 0.37 1.00

9.43 0.30 0.70 0.57 1.00

6.10 0.30 0.50 0.37 1.00

3.65 0.35 0.50 0.37 1.00

3.65 0.30 0.50 0.37 1.00

2.00 0.20 0.30 0.17 1.00

7.30 0.40 0.80 0.67 1.00

3.65 0.35 0.50 0.37 1.00

7.51 0.25 0.50 0.37 1.00

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STYLE

G

EA# $ SLAB %

&$men,$m'ah

( ' t t

+ e : S'ab g

9.73 0.30 0.70 0.57 1.00

0.13

8.60 0.40 0.90 0.77 4.00

8.10 0.40 0.90 0.77 2.00

8.10 0.40 0.90 0.77 1.00

0.13

8.60 0.40 0.90 0.77 1.00

8.60 0.40 0.90 0.77 2.00

8.10 0.40 0.90 0.77 1.00

8.10 0.40 0.90 0.77 2.00

8.60 0.40 0.90 0.77 1.00

8.60 0.40 0.90 0.77 1.004.10 0.25 0.50 0.37 1.00

4.10 0.30 0.60 0.47 1.00

4.10 0.45 0.70 0.57 1.00

8.85 0.40 0.70 0.57 1.00

4.10 0.25 0.60 0.47 1.00

4.10 0.25 0.40 0.27 1.00

4.10 0.15 0.30 0.17 1.00

4.10 0.30 0.60 0.47 1.004.10 0.25 0.40 0.27 1.00

4.10 0.25 0.40 0.27 1.00

4.10 0.30 0.60 0.47 1.00

4.00 0.40 0.50 0.37 1.00

4.00 0.30 0.50 0.37 1.00

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STYLE

G

EA# $ SLAB %

&$men,$m'ah

( ' t t

+ e : S'ab g

4.10 0.20 0.40 0.27 4.00

4.10 0.30 0.50 0.37 3.00

4.10 0.30 0.60 0.47 1.00

4.10 0.20 0.30 0.17 1.00

5.78 0.25 0.50 0.37 1.00

4.10 0.15 0.30 0.17 3.00

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STYLE

G

EA# $ SLAB %

&$men,$m'ah

( ' t t

+ e : S'ab g

0.138.60 0.40 0.90 0.77 1.00

8.60 0.40 0.90 0.77 1.00

4.10 0.40 0.50 0.37 1.00

4.10 0.40 0.50 0.37 1.00

2.00 0.40 0.70 0.57 1.00

8.60 0.40 0.90 0.77 1.00

5.50 0.25 0.40 0.27 1.00

6.67 0.25 0.40 0.27 1.00

2.73 0.25 0.40 0.27 3.00

2.30 0.40 0.60 0.47 5.00

2.30 0.40 0.90 0.77 1.00

PT. *ang+ong Seah !n+one,$a

A'"$at$ ene,S

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STYLE

G

EA# $ SLAB %

&$men,$m'ah

( ' t t

+ e : S'ab g

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D)6)*9 :REV

;22201

0

*;

Keteangan m3 m2

+ < e < : < g

26.73 168.39

21.22 148.84

47.6 317.)3 -

11.09 69.84

6.25 43.853.70 23.28

3.13 21.92

0.68 7.23

1.96 12.70

0.14 2.16

0.81 7.59

0.47 3.98

0.68 6.34

0.47 3.65

3.23 27.16

0.17 2.37

0.95 7.96

0.47 3.65

1.61 13.58

0.68 6.34

0.47 3.98

0.41 3.80

0.07 1.08

1.96 12.70

0.47 3.98

0.69 7.43

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D)6)*9 :REV

;22201

0

*;

Keteangan m3 m2

+ < e < : < g

1.66 14.01

4).)0 310.!8 -

10.60 66.74

4.99 31.43

2.49 15.71

18.08 113.88 -

2.65 16.68

5.30 33.37

2.49 15.71

4.99 31.43

2.65 16.68

2.65 16.680.38 4.06

0.58 5.08

1.05 6.52

2.02 13.63

0.48 4.88

0.28 3.24

0.10 2.01

0.58 5.080.28 3.24

0.28 3.24

0.58 5.08

0.59 4.56

0.44 4.16

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D)6)*9 :REV

;22201

0

*;

Keteangan m3 m2

+ < e < : < g

0.89 12.14

1.37 12.79

0.58 5.08

0.14 2.21

0.53 5.72

0.31 6.03

3).18 )3.3) -

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D)6)*9 :REV

;22201

0

*;

Keteangan m3 m2

+ < e < : < g

2.65 16.68

2.65 16.68

0.61 4.67

0.61 4.67

0.46 3.08

2.65 16.68

0.37 4.35

0.45 5.27

0.55 6.47

2.16 15.41

0.71 4.46

13.86 8.44 -

1!4.)8 1*07.44 -

PT. a,$ta Ka)a

oo St$,noS

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D)6)*9 :REV

;22201

0

*;

Keteangan m3 m2

+ < e < : < g

beton lt.7

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