PERHITUNGAN PENAMBAHAN SCREED LANTAI

LANTAI 2

PROJECT EC BNI - IBM SLIPI

HASIL PENGUKURAN ELEVASI LANTAI 2

Main Access 20.3 Point 21 x

Lift Door 20.0 Base Point Point 22 96.5 96.5

Point 1 92.0 92.0 2.0 Point 23 x

Point 2 92.5 92.5 2.5 Point 24 96.7 96.7

Point 3 x Point 25 95.7 95.7

Point 4 x Point 26 x

Point 5 94.3 94.3Not Available Point 27 x

Point 6 x Point 28 94.6 94.6

Point 7 x Point 29 95.4 95.4

Point 8 x Point 30 96 96.0

Point 9 x Point 31 x

Point 10 95.8 95.8Not Available Point 32 x

Point 11 x Point 33 x

Point 12 95.0 95.0Not Available Point 34 96.3 96.3

Point 13 94.5 94.5Not Available Point 35 95.8 95.8

Point 14 92.3 92.3Not Available Point 36 x

Point 15 x Point 37 97 97.0

Point 16 x Point 38 96 96.0

Point 17 95.0 95.0Not Available Point 39 96 96.0

Point 18 x Point 40 96 96.0

Point 19 96.5 96.5Not Available Point 41 95.3 95.3

Point 20 x Point 42 x

DENAH TITIK PENGUKURAN :

1 2 3 4 5 6 7

14 13 12 11 10 9 8

15 16 17 18 19 20 21

28 27 26 25 24 23 22

29 30 31 32 33 34 35

42 41 40 39 38 37 36

Lift Door Main Access

Lampiran perhitungan screed Page 1 of 2

TABEL KEBUTUHAN SCREED :

Point 42 Point 41 Point 40 Point 39 Point 38 Point 37 Point 36

4.4 4.3 5 5 5 6 6

Point 29 Point 30 Point 31 Point 32 Point 33 Point 34 Point 35

4.4 5 5.3 5.3 5.3 5.3 4.8

Point 28 Point 27 Point 26 Point 25 Point 24 Point 23 Point 22

3.6 4.7 4.7 4.7 5.7 5.7 5.5

Point 15 Point 16 Point 17 Point 18 Point 19 Point 20 Point 21

4 4 4 5.5 5.5 5.5 5.5

Point 14 Point 13 Point 12 Point 11 Point 10 Point 9 Point 8

1.3 3.5 4 4.5 4.8 5.1 5.4

Point 1 Point 2 Point 3 Point 4 Point 5 Point 6 Point 7

1 1.5 2 2.5 3.3 3.8 4.3

PERHITUNGAN VOLUME :

Rata rata Screed 0.044452 m

Panjang area 18 m

Lebar area 15 m

Luas Area 270 m2

Total Screed yang dibutuhkan

Screed kering 12.00214 m3

Screed Basah (susut 10%) 13.20236 m3

Perhitungan Volume Screed 13.20236 m3

Asumsi 1 sak 50 kg 0.03 m3

Kebutuhan screed 440.0786 zak

Lampiran perhitungan screed Page 2 of 2