129
PERHITUNGAN (Juwana, 2005)
1. Kebutuhan Air Bersih
a. Kebutuhan air bersih bangunan (berdasarkan luasan bangunan)
Diketahui Kebutuhan air per m2 Bangunan
Fungsi Bangunan Kebutuhan per hari liter/m2
Apartemen 20
Hotel 30
Kantor 10
Pertokoan 5
Rumah Sakit 15
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
Hotel
= 1400 x 30 liter
= 42.000 liter
Spa
= 1141.45 ~ 1150
= 1150 x 10 liter
= 11.500 liter
Restoran & Kantin
= 734 x 10 liter
= 7340 liter
Kolam Renang
= 879 x 10 liter
= 8790 liter
Ballroom & Meeting Room
= 1902 x 10 liter
= 19020 liter
Bangunan Umum
= 530 x 10 liter
= 5300 liter
Kantor Pusat
= 960 x 10 liter
= 9600 liter
Fitness
= 260 x 10 liter
= 2600 liter
Total Kebutuhan air keseharian = 106.150 liter
130
b. Kebutuhan Sprinkler
Diketahui : 1) Kebutuhan Sprinkler adalah 540 liter per unitnya
2) Asumsi per ruang 2 buah,
lobby, restoran dapur 5 buah,
dan kecuali ruang basah)
Hotel = 82 buah
SPA = 37 buah
Restoran dan Kantin = 27 buah
Kolam Renang = 6 buah
Fitness = 8 buah
Ballroom dan Meeting Room = 23 buah
Bangunan Umum = 10 buah
Kantor Pusat = 28 buah
Memakai rumus sebagai berikut,
V air – sprinkler = Ʃsprinkler . (18) . (30) liter
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
Maka didapatkan, hasil
Hotel
= 82 buah x 540 liter
= 44.280 liter
SPA
= 37 buah x 540 liter
= 19.980 liter
Restoran dan Kantin
= 27 buah x 540 liter
= 14.580 liter
Kolam Renang
= 6 buah x 540 liter
= 3240 liter
Fitness
= 8 buah x 540 liter
= 4320 liter
131
Ballroom dan Meeting Room
= 23 buah x 540 liter
= 12.420 liter
Bangunan Umum
= 10 buah x 540 liter
= 5400 liter
Kantor
= 28 buah x 540 liter
= 15.120 liter
c. Kebutuhan Hydrant
Diketahui :
V air – hidran = Ʃhidran . (400) . (30) liter
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
Hotel = 10 buah
SPA = 10 buah
Restoran dan Kantin = 10 buah
Kolam Renang = 1 buah
Fitness = 1 buah
Ballroom dan Meeting Room = 10 buah
Bangunan Umum = 2 buah
Kantor = 10 buah
Maka didapatkan hasil akhir,
V air – hidran = Ʃhidran . (400) . (30) liter
= 54 x 400 x 30
= 648.000 liter
d. Total kebutuhan air bersih
Setelah menghitung air dari kebutuhan air, hydrant, sprinkler didapatkan
perhitungan
Ɋd = Total seluruh kebutuhan Air bersih
= 106.150 liter + 119.340 liter + 648.000 liter
= 873.490 liter
Jadi total seluruh kebutuhan air bersih (air keseharian, air hydrant, air
sprinkler) adalah 873.490 liter
132
e. Tangki bawah tanah dan tangki atas
Sumber : energiputrabangsa.co.id
Maka didapatkan perhitungan,
Diketahui :
bt = tangki bawah tanah
a = tangki atas
Ɋd = Total seluruh kebutuhan
Vbt = Volume tangki bawah tanah
Va = Volume tangki atas
Vbt = 40% x Ɋd
= 40% x 873.490 liter
= 349.396 liter
Menggunakan tangki dengan volume 90.000 liter (dimensi 6mx5mx3m)
Kebutuhan Tangki Bawah Tanah =349.396
90.000 = 3,88 ~ 4 buah
Va = 15% x Ɋd
= 15% x 873.490 liter
= 131.023,5 liter
Menggunakan tangki dengan volume 90.000 liter (dimensi 6mx5mx3m)
Kebutuhan Tangki Atas =131.023,5
90.000 = 1.45 ~ 2 buah
Jadi kebutuhan tangki bawah tanah adalah 4 buah dan tangki atas adalah 2
buah.
133
Prakiraan Volume Tambahan Tangki Bawah Tanah
Diketahui :
Ruang Bangunan X luas lantai bangunan (m3)
Apartemen 0,012 – 0,015
Hotel 0,015 – 0,020
Perbelanjaan 0,005 – 0,006
Perkantoran 0,008 – 0,010
Rumah Sakit 0,015 – 0,020
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
Hotel
= 1393,3 m2 ~ 1400 m2
= 1400 m2 x 0,020
= 28 m3 = 28.000 liter
Spa
= 1141,45 ~ 1150
= 1150 x 0,010
= 11,5 m3 = 11.500 liter
Restoran dan Kantin
= 734 x 0,010
= 7,34 m3 = 7340 liter
Kolam Renang
= 879 x 0,010
= 8,79 m3 = 8790 liter
Ballroom dan Meeting room
= 1902 x 0,010
= 19,02 m3 = 19.020 liter
Bangunan Umum
= 524,25 ~ 530
= 530 x 0,010
= 5,3 m3 = 5.300 liter
Kantor pusat
= 953,75 ~960
= 960 x 0,010
= 9,6 m3 = 9.600 liter
Fitness
= 260 x 0,010
= 2,6 m3 = 2600 liter
134
2. Kapasitas Pompa
MENGHITUNG KAPASITAS POMPA (diambil kebutuhan air pada waktu
puncak),
Qmaks =C . Ɋ . d
T (
m3
𝑚𝑛𝑡)
Dengan keterangan
Qmaks= Kapasitas maksimal pompa
T = 8 – 10 jam untuk kantor, hotel, apartemen dan rumah sakit
c = faktor pemakaian pada jam puncak (c = 1,5 – 2,0)
Ɋd = banyak air yang dibutuhkan ( air keseharian, sprinkler dan hidran)
Maka perhitungannya,
Qmaks =C . Ɋd
T (
m3
𝑚𝑛𝑡)
=2 . 873,5
600
= 2,911 m3/mnt
Didapatkan kapasitas maksimal pompa adalah 2,9 m3/mnt
MENGHITUNG KAPASITAS POMPA
P =0,163 . 1,2 . Qmaks. Ht . ɤair
ɳ
Dengan keterangan
P = kapasitas pompa
Qmaks = kapasitas maksimal pompa
Ht = tinggi angkat total
ɤair = berat jenis air (= 1 kg/liter)
Ht = h . n . 1,3
Dengan keterangan
Ht = tingki angkat total
h = jarak dari lantai ke lantai
n = jumlah lantai bangunan
1,3 = koefisien persamaan
135
Ditanya a. Ht? b. P?
maka dihitung,
Ht = h . n . 1,3 = 4 . 4 . 1,3 = 20,8
P =0,163 . 1,2 . Qmaks. Ht . ɤair
ɳ
=0,163 . 1,2. 3 . 20,8 . 1
4
=12,20544
4
= 3,05136 kW
Jadi, kapasitas pompanya adalah 3,05 kW
Maka didapatkan hasil untuk mengetahui sisa kapasitas pompa untuk menghindari
adanya kelebihan beban pada pompa,
= Kapasitas Pompa – Qmaks (kapasitas yang dibutuhkan)
= 3,05136 – 2,911
= 0,14036 kW
Jadi, masih tersisa 0,14 kW berarti tidak melebihi kapasitas pompa yang
seharusnya.
136
3. Dimensi Septiktank (berdasarkan jumlah orang)
Jumlah Orang Volume (m3) Dimensi Septiktank
60 4 1,2 x 2,5 x 1,5
120 8 1,5 x 3,5 x 1,9
240 16 1,8 x 5,4 x 2
300 20 2,2 x 5,4 x 2
360 24 2,4 x 6 x 1,5
480 32 2,5 x 7 x 2,1
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
Maka didapatkan kebutuhan berdasarkan dimensi,
Hotel (366 orang)
= 24 m3 (2,4 x 6 x 1,5)
Spa (232 orang)
= 16 m3(1,8 x 5,4 x 2)
Restoran dan Kantin (271 orang)
= 20 m3(2,2 x 5,4 x 2)
Kolam Renang & Fitness (42+ 25 = 67 orang)
= 8 m3(1,2 x 2,5 x 1,5)
Ballroom dan Meeting Room (949 orang)
= 32 m3(2,5 x 7 x 2,1)
Bangunan Umum (228 orang)
= 20 m3(2,2 x 5,4 x 2)
Kantor Pusat (105 orang)
= 8 m3(1,5 x 3,5 x 1,9)
137
4. Prakiraan volume STP (berdasarkan luas lantai bangunan)
Diketahui
Fungsi Bangunan X Luas lantai bangunan (m3)
Apartemen 0,020 – 0,024
Hotel 0,022 – 0,026
Perbelanjaan 0,016 – 0,020
Perkantoran 0,026 – 0,030
Rumah sakit 0,022 – 0,026
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
Hotel
= 1400 m2 x 0,026
= 36,4 m3
Spa
= 1150 m2 x 0,030
= 34,5 m3
Restoran dan Kantin
= 734 m2 x 0,030
= 22,02 m3
Kolam Renang
= 879 m2 x 0,030
= 26,37 m3
Fitness
= 260 m2 x 0,030
= 7,8 m3
Ballroom dan Meeting Room
= 1902 m2 x 0,030
= 57,06 m3
Bangunan Umum
= 530 m2 x 0,030
= 15,9 m3
Kantor Pusat
= 960 m2 x 0,030
= 28,8 m3
138
5. Prakiraan jumlah sampah (per orang)
Diketahui :
Fungsi Bangunan Jumlah Sampah per Hari
Apartemen 1 kg/orang
Perkantoran 4,5 kg/orang
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
1 liter = 0,753 kg
Maka didapatkan perhitungan sebagai berikut
Hotel
= 1 kg x 366 orang
= 366 kg
= 366
0,753= 486,05 𝑙𝑖𝑡𝑒𝑟 ~486 𝑙𝑖𝑡𝑒𝑟
Spa
= 1 kg x 232 orang
= 232 kg
=232
0,753= 308,1009 𝑙𝑖𝑡𝑒𝑟 ~308 𝑙𝑖𝑡𝑒𝑟
Restoran dan Kantin
= 1,5 kg x 271 orang
= 406,5 kg
= 406,5
0,753= 539,84 𝑙𝑖𝑡𝑒𝑟 ~540 𝑙𝑖𝑡𝑒𝑟
Kolam Renang
= 1 kg x 42 orang
= 42 kg
= 42
0,753= 55,766 𝑙𝑖𝑡𝑒𝑟 ~56 𝑙𝑖𝑡𝑒𝑟
Fitness
= 1 kg x 25 orang
= 25 kg
= 25
0,753= 33,025 𝑙𝑖𝑡𝑒𝑟 ~33 𝑙𝑖𝑡𝑒𝑟
Ballroom dan Meeting Room
= 1 kg x 949 orang
= 949 kg
= 949
0,753= 1260,2921 𝑙𝑖𝑡𝑒𝑟 ~1260 𝑙𝑖𝑡𝑒𝑟
139
Bangunan Umum
= 1 kg x 228 orang
= 228 kg
= 228
0,753= 302,788 𝑙𝑖𝑡𝑒𝑟 ~303 𝑙𝑖𝑡𝑒𝑟
Kantor Pusat
= 4,5 kg x 105 orang
=472,5 kg
= 472,5
0,753= 627,49 𝑙𝑖𝑡𝑒𝑟 ~628 𝑙𝑖𝑡𝑒𝑟
Total 3614 liter
Dengan asumsi 2000 liter adalah sampah anorganik dan 2000 liter adalah
sampah organik
MENGHITUNG KEBUTUHAN KONTAINER SAMPAH
Diketahui kontainer sampah berbahan FiberGlass dan dimensinya.
Keuntungannya memakai kontainer sampah fiberglassa adalah anti karat, ringan dan
kuat, menampung lebih banyak, ada penutup sampah, murah dan bisa custom untuk
ukurannya.
Luas (m2) Dimensi
Panjang Lebar Tinggi
2000 160 125 100
4000 250 150 120
6000 330 180 120
8000 320 180 150
10.000 330 220 150
Sumber : www.ramdhanijaya.com (PT RAMDHANI JAYA)
Dari total sampah adalah 3.614 liter maka akan memakai kontainer sampah dengan:
Luas 2000 m2 sebanyak 2 buah dengan asumsi masing – masing untuk
anorganik dan organik.
140
6. Sumur resapan
Diketahui bangunan di lokasi sedang (RTRW Kabupaten Semarang)
Menurut RDTR Kabupaten Semarang Pasal 68 No. 2
Bahwa Setiap bangunan gedung dan pekarangannya harus dilengkapi
dengan sistem penyaluran air hujan baik dengan sistem peresapan air ke
dalam tanah pekarangan dan/ atau dialirkan ke jaringan drainase lingkungan.
SUMUR RESAPAN EKOLOGIS
Dengan bahan dan syarat sebagai berikut
Berjarak minimal 1 meter dari pondasi
Berjarak minimal 5 meter dari sampah dan septiktank
Kedalaman bisa sampai tanah berpasir / maksimal 2 meter di bawah
permukaan air tanah
Sumber : Dokumen Pribadi
141
7. Penyalur air hujan (berdasarkan jumlah debit air)
Q hujan maks = (0,278) . C . I . A
Keterangan :
Q hujan maks = debit maksimum (m3/detik)
C = koefisien aliran
I = curah hujan (mm/m2/jam)
A = Luas area yang dihitung (m2)
Koefisien aliran (C)
Kondisi Lokasi Nilai C
Rumput/tanaman 0,50 – 0,70
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
Q hujan maks = (0,278) . C . I . A
= 0,278 . 0,10 . 3,5 . 2264,5
= 220, 33585 ~220 m3/dtk
142
8. Lift
WAKTU PERJALANAN BOLAK BALIK (LIFT PENUMPANG)
𝑇 (𝑑𝑡𝑘) = (2ℎ + 4𝑠)(𝑛 − 1) + 𝑆(3𝑚 + 4)
𝑠
= (2𝑥4 + 4𝑥1,5)(4 − 1) + 1,5((3𝑥12) + 4)
1,5
= 42 + 60
1,5
= 68 𝑑𝑡𝑘 ~ 1 menit 8 detik
WAKTU PERJALANAN BOLAK BALIK (LIFT BARANG)
𝑇 (𝑑𝑡𝑘) = (2ℎ + 4𝑠)(𝑛 − 1) + 𝑆(3𝑚 + 4)
𝑠
= (2𝑥4 + 4𝑥1)(4 − 1) + 1((3𝑥28) + 4)
1
= 108 𝑑𝑡𝑘 ~ 1 menit 48 detik
WAKTU TUNGGU
Waktu tungu ideal
Jenis Bangunan WT (detik)
Hotel 40 - 70
Sumber : Panduan Sistem Bangunan Tinggi oleh Jimmy S. Juwana.
dapat dihitung dengan rumus sebagai berikut
𝑊𝑇 = 𝑇
𝑁
Keterangan :
WT = waktu tunggu
T = waktu perjalanan bolak balik
N = jumlah lift
𝑊𝑇 = 68
1 = 68 detik ~1 menit lebih 8 detik
Jadi untuk waktu tunggu lif hotel resort memenuhi waktu tunggu ideal lif hotel yakni
68 detik dari persyaratan 40 – 70 detik.
143
9. Rain harvesting
Diket :
Luas kebutuhan lahan= 5.937,5
Luas Ruang Terbuka = 2735
Luas area = 5937,5 m2 – 2375 m2
= 3562,5 m2
Jumlah air panen = Luas area x Curah Hujan
= 356.250 x 12,91
= 4.599.187,5 ~ 4.600.000 liter
144
Sumber : Teknik pemanenan air hujan oleh Budi Harsoyo (wxmod.bppt.go.id)
Asumsi 80% (koefisien Run off) yang dipanen
20% Hilang karena dipanen
Total air hujan yang dipanen= 4.600.000 x 0,8
= 3.680.000 liter / tahun
= 10.000 liter / hari
KEBUTUHAN AIR KLOSET MENGGUNAKAN RAIN HARVESTING
Diketahui jumlah kloset :
Hotel = 31 kmr + 12 toilet = 43 buah
Spa = 12 toilet = 12 buah kloset
Restoran dan Kantin =12 toilet =12 buah kloset
Kolam renang = 6 toilet = 6 buah kloset
Ballroom dan Meeting Room = 12 toilet =12 buah kloset
Bangunan Umum = 12 toilet =12 buah kloset
TOTAL 97 buah kloset
Dengan asumsi 1 hari 10x siram (1 siram = 1 liter) = 10 liter
= Rain harvesting – Kebutuhan Air Kloset
= 10.000 – (10 x 97)
= 10.000 – 970
= 4.900 liter
970 liter untuk menyiram kloset dan sisanya 4900 liter untuk siram tanaman.
145
10. Water heater
Diket :
Luas ruang yang memakai air panas
o Hotel = 677,65 m2 (R. superior, R. Deluxe, R. Junior Suite, dan R. Suite).
o Kolam Renang= 100 m2 (Kamar mandi).
o Spa = 223,2 m2 (Jacuzzi dan Kamar mandi)
Sumber : wikawaterheater-bandung.com
Spesifikasi :
WIKA SWH Commercial Tipe 2000 – 15
Kapasitas tangki = 2000 liter
Dimensi total = Ø1050 x 1952
Dimensi tangki dalam = Ø930 x 1617
WIKA SWH Commercial Tipe 1000 – 9
Kapasitas tangki = 1000 liter
Dimensi total = Ø1400 x 1952
Dimensi tangki dalam = Ø1280 x 1617
146
PERHITUNGAN KEBUTUHAN TANGKI WIKA SOLAR WATER HEATER
- Hotel
= 677,65 m2 ~ 678 m2
= luas x kebutuhan air per meter persegi
= 678 m2 x 30 liter
= 20.340 liter
Menggunakan WIKA 2000 liter = butuh 10 tangki
- Kolam renang
= 100 m2 x 10 liter
= 1000 liter
Menggunakan WIKA 1000 liter – butuh 1 tangki
- Spa
= 223,2 m2 ~224 m2
= 224 m2 x 10 liter
= 2240 liter
Menggunakan WIKA 2000 Liter = 2 tangki
MENGGUNAKAN BACK UP HEAT PUMP WIKA
Sumber: pemanasairwika-waterheater.com
- Hotel dan Spa
9 kW = 9000 watt
Dimeni = 40 x 50 x 22 cm
Heat time = 5 jam
- Kolam renang
9,6 kW = 9600 watt
Dimensi = 40 x 50 x 22 cm
Heat time = 3,6 jam
Location Data
Country
City
Indonesia
Solo
:
:
Project DetailsProject Name
Number of Distinct Buildings
Number of EDGE Subproject(s) associated
Hotel Resort di Kawasan Candi Gedong Songo
4
1
:
:
:
Total Project Floor Area 6,841.29 m²:
Project Owner Name
Project Owner Email
Janet Elberta Setiawan
:
:
Project Owner Phone Mobile 62-82225592408:
Address Line1
Address Line2
City
State/ Province
Postal Code
Country
Jl. Ke candi Gedong Songo
Semarang
Jawa Tengah
50614
Indonesia
:
:
:
:
:
:
Project Number 1000398342:
Associated Subproject(s):Hotel Resort di Kawasan Candi Gedong SOngo
Share with investor(s) or bank(s)? : No
Subproject Name
Property Name
Subproject Multiplier for the Project
Address Line1
Address Line2
City
State/ Province
Postal Code
Country
Subproject Details
Hotel Resort di Kawasan Candi Gedong SOngo
Hotel
1
Jl. Ke candi Gedong Songo
Semarang
Jawa Tengah
50614
Indonesia
:
:
:
:
:
:
:
:
:
Subproject Type New Building:
Certification Stage Preliminary:
Status
Auditor
Self-Review:
:
Certifier :
1
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
Building Data
Guest Rooms/Apartment Area
Front of House
Corridors
Conference/Banquet
Back of House
Gross Internal Area
Floors Above Ground
Floors Below Ground
Total Guest/Bed Rooms
Default User Entry
4
0
31
1,023
210
126
65
111
2,164.85 m²
1,068.75 m²
823.435 m²
26.25 m²
2,758 m²
6,841 m²
:
:
:
:
:
:
:
:
:
no.
no.
no.
Building Systems
Does the building design include an AC system?
Does the building design include a space heating system?
: No
: Yes
Basic Parameters
Star Rating
Property Type*
Average Occupancy Rate*
Resort Type
Resort
70%
Single Complex
3-Star
Yes 2,646 m²
Yes
Yes
No
Yes
Yes
Irrigated Area
In-house Laundry
Banquet/Conference Facility
Breakfast Area Only (No Restaurant)
Health Spa
Swimming Pool
:
:
:
:
2
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
Key Assumptions for the Base Case
Fuel Used for Electric Generator
Fuel Used for Hot Water Generation
Fuel Used for Cooking
Fuel Used for Space Heating
% of Electricity Generation Using Diesel % Ave. Yrly
Default User Entry
Diesel
Electricity
Electricity
Electricity
5%
Diesel
Natural Gas
LPG
Natural Gas
Cost of Electricity
Cost of Diesel Fuel
Cost of Natural Gas
Cost of Water
Latitude Deg
1.4
6.4
3.8
7.9
7.6
CO₂ Emissions from Electricity Generation
Window to Wall Ratio
Roof U-value
Wall U-value
Glass U-value
g/kWh
%
W/m².K
W/m².K
W/m².K
635.4
44%
1.28
2.10
5.70
Glass SHGC
Average Annual Rainfall
Cooling System
AC System Efficiency
Heating System
Factor
mm
COP
0.80
1736.00
ASHRAE 90.1.2007
2.71
ASHRAE 90.1.2007
ASHRAE 90.1.2007
ASHRAE 90.1.2007
Heating System Efficiency COP0.80
Dec
Nov
Oct
Sep
Aug
Jul
Apr
May
Default
Mar
Feb
Jan
Monthly Average Outdoor Temperature (deg.C)
Jun
User Entry
26.2
26.2
26.2
26.6
26.7
26.3
25.7
25.8
26.6
27.3
27.0
26.5
Thousand Rp/kWh
Thousand Rp/L
Thousand Rp/kL
Thousand Rp/L
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
3
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
RESULTS
Final Energy Use
Final Water Use
Base Case Utility Cost
Utility Cost Reduction
Operational CO₂ Savings
Embodied Energy Savings
Incremental Cost
Payback in Years
76,035 kWh/Month
648 m³/Month
54.73 tCO₂/Year
1,015.89 MJ/m²
117,183.53 Thousand Rp/Month
19,707.48 Thousand Rp/Month
2,079,746.66 Thousand Rp
8.79 Yrs.
:
:
:
:
:
:
:
:
159.91 MWh/YearEnergy Savings : 7250.56 m³/YearWater Savings :
7728.26 GJEmbodied Energy in Materials Savings
: 6841.29 m²Aggregate Floor Space Including Multiplier
:
Energy Efficiency Measures 41.99% Meets EDGE Energy StandardENERGY SAVINGS
*Virtual energy is the amount of energy that will be required based on the assumption that the hotel will eventually install air conditioning or heating
CARBON EMISSIONS: 409.89 tCO₂/Year
4
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
HTE09 Variable Refrigerant Flow (VRF) Cooling System - COP of 3.5No COP
HTE10 Air Conditioning with Air Cooled Screw Chiller - COP of 3.2No COP
HTE11 Air Conditioning with Water Cooled Chiller - COP of 5.39No COP
HTE12 Ground Source Heat Pump - COP of 4.65No COP
HTE13 Absorption Chiller Powered by Waste Heat - COP of 0.7No COP
HTE14 Recovery of Waste Heat from the Generator for Space HeatingNo
HTE15 Variable Speed Drives on the Fans of Cooling TowersNo
HTE16 Variable Speed Drives PumpsNo
HTE17 Sensible Heat Recovery from Exhaust Air - Efficiency of 60%No % Eff.
HTE18 High-Efficiency Condensing Boiler for Space Heating - Efficiency of 90%No % Eff.
HTE19 High-Efficiency Boiler for Water Heating - Efficiency of 90%No % Eff.
HTE20 Variable Speed Hoods with Automated Fan ControlsNo
HTE21 Preheat Water Using Waste Heat from the GeneratorNo
HTE22 Heat Recovery from Grey Water - Efficiency of 30%No % Eff.
HTE23 Heat Recovery from Laundry Waste Water - Efficiency of 30%No % Eff.
HTE25 Energy-Saving Light Bulbs - Internal SpacesNo
HTE26 Energy-Saving Light Bulbs - External SpacesYes
HTE27 Energy-Saving Light Bulbs - Back-of-HouseYes
HTE28 Lighting Controls for CorridorsYes
HTE29 Occupancy Sensors in BathroomsYes
HTE30 Solar Hot Water Collectors - 50% of Hot Water DemandYes % Hot Water
Collector Area (m²) 56.2
HTE31 Solar Photovoltaics - 25% of Total Energy DemandNo % of Annual Electricity Use
Capacity (kWp) 0.0
HTE24 Heat Pump for Hot Water - COP of 3No COP
No HTE32 Other Renewable Energy for Electricity Generation Source Type Biomass
% of Annual Electricity Use
HTE01 Reduced Window to Wall Ratio - WWR of 40%No WWR %
HTE02 External Shading Devices - Annual Average Shading Factor (AASF) of 0.59Yes AASF
HTE03 Insulation of Roof : U-value of 0.47Yes W/m².K
HTE04 Insulation of External Walls : U-value of 0.45Yes W/m².K
HTE05 Low-E Coated Glass : U-value of 3 W/m².K and SHGC of 0.4Yes W/m².K
SHGC 0.4
HTE06 Higher Thermal Performance Glass : U-value of 1.98 W/m².K and SHGC of 0.28No W/m².K
SHGC
HTE07 Natural Ventilation - CorridorsYes
HTE08 Natural Ventilation - Guest Rooms/Apartment Area with Auto ControlsYes
HTE33 Offsite Renewable Energy Procurement - Equal to 100% of total Operational CO2No % Annual Operational CO2
kWh/Year -
No HTE34 Carbon Offset - 100% of Total CO2 % Annual Operational CO2
-tCO2/Year
5
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
Water Efficiency Measures 48.24% Meets EDGE Water StandardWATER SAVINGS
HTW01 Low-Flow Showerheads - 8 L/minNo L/min
HTW02 Low-Flow Faucets in Guest Rooms/Apartment Area - 2 L/minNo L/min
HTW03 Dual Flush for Water Closets in Guest Rooms/Apartment Area - 6 L/first flush and 3 L/second flush
No 1st - L/flush
2nd - L/flush
HTW04 Water-Efficient Front Loading Washing Machine - 6 L/kg. of clothesNo
L/flushHTW05 Water-Efficient Urinals in All Bathrooms - 2 L/flushNo
1st - L/flushHTW06 Dual Flush for Water Closets in All Other Bathrooms - 6 L/first flush and 3 L/second flush
No
2nd - L/flush
HTW07 Aerators & Auto Shut-off Faucets in All Other Bathrooms -2 L/minNo
HTW08 Water-Efficient Dishwashers - 5.3 L/RackNo
HTW09 Pre-rinse Valve for Rinsing Operation - 2.1 L/minNo
HTW10 Water-Efficient Kitchen Faucets - 12.7 L/minNo
HTW11 Water-Efficient Landscaping - 4 L/m²/dayNo
HTW12 Swimming Pool CoverNo
HTW13 Condensate Water RecoveryNo
HTW14 Rainwater Harvesting System - 50% of Roof Area Used for Rainwater CollectionYes Roof Area Used (%)
HTW15 Grey Water Treatment and Recycling SystemYes
HTW16 Black Water Treatment and Recycling SystemYes
L/min
No
No
Single Flush/Flush Valve
Single Flush/Flush Valve
L/min
L/m²/day
6
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
Materials Efficiency Measures 45.73% Meets EDGE Materials StandardEMBODIED ENERGY SAVINGS
HTM01 Floor Slabs
mm
HTM02 Roof Construction
mm
HTM03 External Walls
mm
In-Situ Reinforced Concrete Slab
350 mm
Steel : 35 kg/m²
In-Situ Reinforced Concrete Slab
350 mm
Steel : 35 kg/m²
Common Brick Wall with Internal & External Plaster
200 mm
Composite In-Situ Concrete and Steel Deck (Permanent Shuttering)
Asphalt Shingles on Steel Rafters
Exposed Brick Wall with Internal PlasterType 1
Steel Rebar
100 %
Proportion %
kg/m²
Thickness
Type 1 100 %
7
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
HTM04 Internal Walls
HTM05 Flooring
HTM06 Window Frames
HTM07 Wall Insulation
HTM08 Roof Insulation
Common Brick Wall with Plaster on Both Sides
100 mm
Ceramic Tile
Aluminium
Single Glazing
No Insulation
U : ~ 1.86 W/m²k
No Insulation
U : ~ 10 W/m²k
Common Brick Wall with Plaster on Both Sides
Parquet/Wood Block Finishes
Aluminium
No Insulation
No Insulation
Type 1
Type 1
Type 1
mm100 %
100 %
100 % Single Glazing
Proportion % Thickness
8
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
Building Type Certification Stage Subproject NameHospitality Preliminary Hotel Resort di Kawasan Candi Gedong SOngo
Energy Measures Preliminary Audit RequirementsHTE02 External Shading Devices > All façade elevation drawings highlighting the provision of horizontal and vertical shading devices.
> Window details clearly showing the depth of the shading device and the calculation of the proportion.
> If vertical and horizontal shading are not provided on all windows, the design team will need to provide the output from the solar shading design software.
HTE03 Insulation of Roof > A roof construction detail drawing showing the type and thickness of insulation material. Ideally the roof detail drawing should be annotated with the U Value of the roof.
> Calculations of U value either using the formula or U value calculators.
> Manufacturer’s data sheet of specified insulation material for the roof.
HTE04 Insulation of External Walls > External walls construction detail drawing showing the type and thickness of the insulation material. Ideally the external walls detail drawing should be annotated with the U Value of the external walls.
> Calculations of U value either using the formula or U value calculators.
> Manufacturer’s data sheet of specified insulation material for the external walls.
HTE05 Low-E Coated Glass > Manufacturer’s data sheets showing the seasonal average U Value for the glazing (including losses through the glass and frame) and the solar heat gain coefficient (SHGC) of the glass.
> A list of different types of window included in the design (window schedule).
HTE07 Natural Ventilation- Corridors > Typical floor plans for every floor showing corridors’ layouts and the location of openings.
> Typical sections showing the floor to ceiling height for every floor.
> Calculations showing the depth to ceiling height ratio and minimum area of opening for each typical space.
HTE08 Natural Ventilation- Guest Rooms/Apartment Area with Auto Control
> Typical floor plans for every floor showing room layouts and the location of openings.
> Typical sections showing the floor to ceiling height for every floor.
> Calculations showing the depth to ceiling height ratio and minimum area of opening for each typical space.
HTE26 Energy-Saving Light Bulbs - External Spaces
> Lighting schedule listing type and number of bulbs specified.
> Electrical layout drawings showing the location and type of all installed bulbs.
HTE27 Energy-Saving Light Bulbs- Back-of-House
> Lighting schedule listing type and number of bulbs specified.
> Electrical layout drawings showing the location and type of all installed bulbs.
HTE28 Lighting Controls for Corridors and Staircases
> Electrical layout drawings showing the location of the occupancy sensors highlighting the sensors location.
> Specification of the sensors/controls from manufacturer.
HTE29 Occupancy Sensors in Bathrooms > Electrical layout drawings showing the location of the occupancy sensors highlighting the sensors location.
> Specification of the sensors from manufacturer.
HTE30 Solar Hot Water Collectors > Manufacturer’s data sheet for the panels specified.
> Roof plan and drawings showing location, orientation, and angle of the panels.
> Hotel's hot water system schematic including solar panels.
> Drawings showing that the total area of solar panels specified is at least as much as the area estimated by EDGE.
Water Measures Preliminary Audit RequirementsHTW14 Rainwater Harvesting System > A system schematic showing the collection area, feed pipes, and storage tank.
> Sizing calculations for the rainwater harvesting system.
HTW15 Grey Water Treatment and Recycling System
> A system schematic showing the plumbing layout including the dual plumbing lines.
> Manufacturer’s data sheet of the specified grey water treatment plant.
EDGE Certification Checklist
9
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
HTW15 Grey Water Treatment and Recycling System
> 1. Designed capacity of the grey water treatment system in m3/day. 2. Quantity of grey water available daily to recycle in litres/day. 3. Efficiency of the grey water system to produce treated water in litres/day. 4. Water balance chart.
HTW16 Black Water Treatment and Recycling System
> A system schematic showing the plumbing layout including the dual plumbing lines.
> Manufacturer’s data sheet of the specified black water treatment plant.
> 1. Designed capacity of the black water treatment system in m3/day. 2. Quantity of black water available daily to recycle in litres/day. 3. Efficiency of the black water system to produce treated water in litres/day. 4. Water balance chart.
Material Measures Preliminary Audit RequirementsHTM01 Floor Slabs > Floor sections showing build-up of the floor; or
> Manufacturer’s data sheet for specified building material if applicable; or
> Bill of quantities with the floor slab specification clearly highlighted.
HTM02 Roof Construction > A section drawing of roof showing the materials and thicknesses; or
> Manufacturer’s data sheet for specified building material; or
> Bill of quantities with the materials used for roof construction clearly highlighted.
HTM03 External Walls > Façade drawings clearly marking the external wall specification selected; and
> Drawings of the external wall sections; or
> Manufacturer’s data sheet for specified building material; or
> Bill of quantities with the materials used for the external wall clearly highlighted.
HTM04 Internal Walls > Drawings of the internal wall sections; or
> Manufacturer’s data sheet for building materials used for internal wall specifications if available; or
> Bill of quantities with the materials used for the internal wall clearly highlighted.
HTM05 Flooring > Drawings clearly marking the flooring specification selected; or
> Manufacturer’s data sheet for building materials used for floor specifications; or
> Bill of quantities with the materials used for the flooring clearly highlighted.
HTM06 Window Frames > Façade drawings clearly marking the window frame(s) specification; or
> Manufacturer’s data sheet for glazing specified; or
> Bill of quantities with the windows/window frames clearly highlighted.
10
EDGE Version:File Number:Created By:
Date Time:
2.1.519013010057643Janet Elberta Setiawan
25-Feb-2019 21:18:32Project No.:Modified By: Janet Elberta Setiawan 1000398342
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