lampiran 1 : rencana pola ruang
TRANSCRIPT
![Page 1: Lampiran 1 : Rencana Pola Ruang](https://reader030.vdokumen.com/reader030/viewer/2022012622/61a20c72fe1c8b65f861e203/html5/thumbnails/1.jpg)
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Lampiran 1 : Rencana Pola Ruang
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Lampiran 2 : Rencana Pengembangan Jalan
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Lampiran 3 : RDTRK UP Sambikerep
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Lampiran 4 : RDTRK UP Sambikerep
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Lampiran 5 : RDTRK UP Sambikerep
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Lampiran 6 : Site Plan
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Lampiran 7 : Layout Plan
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Lampiran 8 : Denah Basement 1
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Lampiran 9 : Denah Basement 1
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Lampiran 10 : Denah Lantai 1,5; Lantai 4; Basement 0,5
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Lampiran 11 : Denah lantai 2; Lantai 2,5
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Lampiran 12 : Denah 2; Denah 3; Denah 3,5
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Lampiran 13 : Potongan A-A
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Lampiran 14 : Potongan B-B
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Lampiran 15 : Detail Arsitektural
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Lampiran 16 : Tampak Depan
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Lampiran 17 : Tampak Samping
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Lampiran 18 : Perhitungan Luas dan Kebutuhan Air Bersih
SITE : 12750 m2
PERATURAN : KDB 50% KLB 200%
Total Luas Lantai Dasar Terbangun : 6379,8 m2 (50%)
Total Luas Bangunan Terbangun : 12065,4 m2 (95%)
PERHITUNGAN KEBUTUHAN AIR BERSIH
Kebutuhan pengunjung :
Kapasitas pengunjung = 120 org x 15 L = 1800 L
Massa Pengelola :
Pengelola : 41 org x 100L = 4100 L
Massa Foodcourt, Perpustakaan, dan R. Diskusi :
Kapasitas foodcourt : 120 org x 15 L = 1800 L
Kapasitas perpustakaan : 43 org x 25 L = 1075 L
Kapasitas ruang diskusi : 60 org x 25 L = 1500 L
Massa Utama :
Pekerja : 32 org (industri sedang)
Kapasitas kebutuhan air : 0, 5 L/dtk/Hari
1hari = 8jam kerja 8jam x 3600 = 28800 detik
Kebutuhan air : 0,5 x 28800 = 14400 L
Total : 24675 L = 24,675 m3 Kapasitas Tandon Bawah
Kapasitas Tandon Atas :
Kebutuhan rata – rata air /jam = 24,675 m3/8 jam = 3,08 m3/jam
Waktu puncak = 200% 2x3,08 = 6,16 m3
Selang waktu habis (2jam) 3,08 m3/jam x 2jam = 6,16 m3
Total kapasitas tandon atas = 6,16 + 6,16 = 12,32 m3
Ukuran tandon bawah = 5 x 5 x t2 m kapasitas 2x kebutuhan bangunan
Ukuran tandon atas = 3 x 3 x t1,5 m
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Lampiran 19 : Foto Maket