MEP DESIGN CONCEPT REPORT OF RESIDENTIAL

DEVELOPMENT FOR
LAVALINPHE – CHURNIROAD, MUMBAI
(WING C1 – C2 & ZONE B)
DATE OF SDR 20.08.2020
REVISION NO. R1
ORIGIN MANDAR
REVIEW SAGAR
Contents :-

1. PART A :- ELECTRICAL

2. PART B :- WATER MANAGEMENT PUBLIC HEALTH AND SANITATION

3. PART C :- HVAC

4. PART D :- FIRE FIGHTING

5. PART E :- FIRE ALARM & VOICE EVACUATION SYSTEM

6. PART F :- ACCESS CONTROL SYSTEMS

7. PART G :- IP BASED CCTV SURVEILLANCE SYSTEM

Project Description

• Project is iconic residential building located at prime location of Mumbai at Churniroad Mazgaon. The project is being developed by renowned developer M/S LAVALINREALTY.

The building is designed by renowned Architect M/s XXXXXXX & ASSOCITES.

• Development includes residential apartments of 2 wings designated as wing C1 (49 residential floors) and wing C2 (57 residential floors). WIng maximum height reaches to

194.8 meter. Club house and amenities are planned to be located at Ground floor & 1st podium under wing C2.

• Wing C1 consists of 3 basement + ground + 9 Parking podiums + 1 Landscape level +1 Service slab level + 49 Residential Floor with part refuge floors at 8th,15th, 22nd, 29th, 36th,

43rd + 1 service floor. The Height of the Building is 194.8m approximately from ground level for wing C1.

• Wing C2 consists of 3 basement + ground + 3 Parking podiums +1 Service slab level + 56 Residential Floor with part refuge floors at 8th,15th, 22nd, 29th, 36th, 43rd + 1 service

floor. The Height of the Building is 194.8m approximately from ground level for wing C2.

• To facilitate various building services, areas in car parking basement floors are being utilized.

• The services are distributed over basement, car parking basement, service floors and on typical floors carrying utility risers.

• The mechanical and service areas are being planned with adequate slab loading to have vibration free floors while access to services areas is also given utmost important
with provisions of loading and unloading of heavy equipment.

Flat Matrix
Wing C1 Wing C2
2 BHK 3 BHK 2 BHK - L 3 BHK
272 96 265 114
368 379
ELECTRICAL
Design Conditions Load calculation,

All electrical equipment shall be designed for operating at 40 deg.c ambient and maximum temperature of 50 deg.c with relative humidity of 90% (Non-condensing). Depending upon
the placement of equipment suitable weather protection shall be decided.

Light & small Power Density:-

Sr. No. Space LPD w/sqft below following fig as per ECBC Small power Density (w/sqft) ECBC
1 Entrance Lobbies 1.0-1.3 0.5-1
2 Amenity area 1.5-2.0 2-3
3 Gymnasium / Club Level 2 1-2
4 Floor Lobby & Corridors 0.50 0.5
5 Ground level Car parking areas 0.15-0.20 0.1

Source of design data:

The following standards and codes shall be followed / referred during detailed design of the services:

• National Building Code of India – 2016

• Relevant codes of Bureau of Indian Standards
• Relevant codes of Indian Standards
• NEC, National Electric Code of India
• Local Supply norms (To be provided by Liasioning agent)

LIGHT SMALL POWER DENSITY:-

Note:-
The Bulk Loads such as Plumbing / HVAC / Lifts etc., shall be as per the load given by the respective designs with necessary diversity. These loads shall be confirmed and uXXXXXXXted
as the design progresses.

Electrical Load Demand

As regards the Electrical loads pertaining to the various system components and its expected power consumption figures have been worked out based on the anticipated equipment
installation and the same have been put down in the following sections given below.

OVERALL SUMMARY FOR SALE AREA LOAD

TOTAL CONNECTED LOAD: 14388 KW
TOTAL ACTUAL LOAD: 6895.0KW
TOTAL MAX DEMAND LOAD: 4538.0 KW FROM SEB TRANSFORMERS.

L.T. SERVICE METER-

TOTAL 747 NOS FOR APARTMENTS

TOTAL 07 NOS FOR COMMON INCLUDING FIRE METER.
DETAILED LOAD SHEETS

Transformer
Selected
Sr. Capacity @
Description CL (KW) DL (KW) Overall DF MDL (KW) PF MDL (KVA) Transformer Rating
No. 80% loading
(KVA)
(KVA)
1 Tower C1 Apartment load 5941 2817 1831 0.9 2034
0.65
2 Tower C2 Apartment load 6169 2957 1922 0.9 2136
172 0.9 191
3 Tower C1 Non Essential Power_LT Service Meter-01 283 245
125 0.9 139
4 Tower C1 Essential Power_Fire Meter-01 296 179
By utility Company
128 0.9 142 (For Space Planning
5 Tower C2 Non Essential Power_LT Service Meter-02 211 182 consideration of 4 x
123 0.9 137 6303 1600 KVA Dry Type
6 Tower C2 Essential Power_Fire Meter-02 287 176 0.7 Cast Resin OFF load
Transformer
203 0.9 225 Considered)
7 All Common Area Non Essential Load for Tower C1 & C2__LT Service METER-03 391 289

13 0.9 14
8 All Common Area Essential Load for Tower C1 & C2__FIRE METER-03 20 18
23 0.9 25
9 FFTG Load for Tower C1 & C2__FIRE METER-04 789 32
Total 14388 6895 4538 5042

NORMAL CASE
DG Capacity
@ 85%
Sr. loading &
Description CL (KW) DL (KW) Overall DF MDL (KW) PF MDL (KVA) DG Rating (KVA) DG TYPE
No. 100% Backup
of Common
Area
1 Tower C1 Non Essential Power_LT Service Meter-01 283 245
2 Tower C1 Essential Power_Fire Meter-01 296 179
Prime
3 Tower C2 Non Essential Power_LT Service Meter-02 211 182
Rated with
4 Tower C2 Essential Power_Fire Meter-02 287 176 0.7 785 0.8 982 1154.73 1 nos 1250 KVA
Acoustic
5 All Common Area Non Essential Load for Tower C1 & C2__LT Service METER-03 391 289 Enclosure
6 All Common Area Essential Load for Tower C1 & C2__FIRE METER-03 20 18
7 FFTG Load for Tower C1 & C2__FIRE METER-04 789 32

FIRE CASE
DG Capacity
Sr. Selected DG Rating
Description CL (KW) DL (KW) Overall DF MDL (KW) PF MDL (KVA) @ 85% DG TYPE
No. (KVA)
loading
DG set
With
900 0.95 855 0.8 1068.28 1256.80 1 nos 1250 KVA
Acoustic
1 Fire Emergency Load Enclosure.
Selected DG 1 nos 1250 KVA
 ELECTRICAL LOAD SHEET - TYPICAL APARTMENTS
3BHK FLAT
1x18 6A Wat Washi
Ceilli Bell 6A CHIM Fridg Microw Mixer AC AC Intern Teleph Intercc
1x18 MIRROR W Exhau switch er ng Gyser TV
Description ng Buzz switch NY e ave Juicer Point Point et one om/ Load KW
WD.L LIGHT Braket st Fan socket filter M/C pt. point
Fan er socket Point Point Point Point 1TR 2TR Point Point VDP
Light for t.v. Point Point
Load per point 18 11 18 60 15 75 100 100 250 750 150 500 1500 150 1250 2500 2000
3 BHK FLAT
1 Passage 2 1
Living/Dining
2 room/Balcony 5 1 2 1 2 3 1 1 1 1 1
3 Bedroom 1 2 1 1 2 2 1 1 1 1
4 Toilet 1 1 0 1 1 1 1
5 Bedroom 2 2 1 1 2 2 1 1 1 1
6 Toilet 2 1 0 1 1 1 1
7 Bedroom 3 2 1 1 2 2 1 1 1 1
8 Toilet 3 1 0 1 1 0 1
9 Kitchen 3 1 1 1 1 1 1 1 1
TOTAL QUANTITY 19 0 7 6 1 4 8 12 1 1 1 1 1 1 3 1 3 4 4 4 1
18.5
Total load (w) 342 0 126 240 15 300 800 1200 250 750 150 500 1500 150 3750 2500 6000 0 0 0 7 KW
Demand load (w) 10.4
6AM to 9AM 180 0 36 240 15 225 200 700 250 750 150 0 1500 150 6000 0 0 kW
Demand load (w)
9AM to 6PM 90 11 18 180 15 150 200 700 0 750 0 500 0 0 2500 0 0 5.11 kW
Demand load (w)
6PM to 9PM 180 22 90 120 15 150 200 700 250 750 150 0 1500 150 2500 0 0 6.78 kW
Demand load (w)
9PM to 11PM 90 11 36 180 15 75 600 700 0 750 0 0 0 0 2500 0 0 4.96 KW
Demand load (w)
11PM to 6AM 36 11 18 240 0 75 0 700 0 750 0 0 0 0 0 1.83 kW

TOTAL CONNECTED LOAD 18.57 DF 0.56

TOTAL NUMBER OF POINTS 83
2 BHK FLAT
1x18 6A Wat Washi
Ceilli Bell 6A CHIM Fridg Microw Mixer AC AC Intern Teleph Intercc
1x18 MIRROR W Exhau switch er ng Gyser TV
Description ng Buzz switch NY e ave Juicer Point Point et one om/ Load KW
WD.L LIGHT Braket st Fan socket filter M/C pt. point
Fan er socket Point Point Point Point 1TR 2TR Point Point VDP
Light for t.v. Point Point
Load per point 18 11 18 60 15 75 100 100 250 750 150 500 1500 250 1250 2500 2000
2 BHK FLAT
1 Pasage 1 1
Living/Dining
2 room/Balcony 5 1 2 1 3 4 1 1 1 1 1
3 Bedroom 1 2 1 1 3 2 1 1 1 1
4 Toilet 1 1 0 1 1 1 1
5 Bedroom 2 2 1 1 3 2 1 1 1 1
6 Toilet 2 1 0 1 1 1
7 Kitchen 3 1 1 1 1 1 1 1 1

TOTAL QUANTITY 15 0 4 5 1 3 9 11 1 1 1 1 1 1 2 1 2 3 3 3 1 0
15.2
Total load (w) 270 0 72 300 15 225 900 1100 250 750 150 500 1500 250 2500 2500 4000 8 kW
Demand load (w)
6AM to 9AM 108 22 36 180 15 225 400 800 250 750 150 0 1500 250 2000 6.69 kW
Demand load (w)
9AM to 6PM 72 11 18 180 15 225 400 500 0 250 0 500 0 0 1250 2500 5.92 kW
Demand load (w)
6PM to 9PM 180 22 54 120 15 150 400 500 250 250 150 0 1500 250 2000 5.84 kW
Demand load (w)
9PM to 11PM 54 11 36 120 15 75 400 400 0 250 0 0 0 0 1250 2500 5.11 KW
Demand load (w)
11PM to 6AM 36 11 18 300 0 75 200 600 0 250 0 0 0 0 2500 3.99 kW

TOTAL CONNECTED
LOAD 15.28 DF 0.44
TOTAL NUMBER OF
69
POINTS

ELECTRICAL LOAD SHEET REV: R0

Sr. Unit Qty. / Sq. Unit load in Total Load in Load Actual Load Load on DG - Normal Load in Fire
Description Remarks
No. Ft watt KW Factor in KW Backup (KW) Case (KW)
I Apartment Load
A Tower C1 Apartment load
1 3 BHK 96.00 18,573.00 1,783.01 0.56 998.02
2 2 BHK 272.00 15,282.00 4,156.70 0.44 1,818.59
TOTAL 368.00 5,939.71 2,816.61
B Tower C2 Apartment load
1 3 BHK 114.00 18,573.00 2,117.32 0.56 1,185.14
2 2 BHK 265.00 15,282.00 4,049.73 0.44 1,771.79
TOTAL 379.00 6,167.05 2,956.93

II Tower Common Area Load

Tower C1 Non-Essential Power LT Service Meter-
A 01
1 Lift Lobby & common area Lighting 1,08,612.00 0.50 43.44 0.90 39.10 39.10
2 Lift Lobby & common area Maintenance Power 1,08,612.00 0.20 21.72 0.50 10.86 10.86
3 Passenger Lift 3.00 50,000.00 150.00 0.90 135.00 135.00
4 Service Elevator Lift 1.00 55,000.00 55.00 0.90 49.50 49.50
5 Terrace Floor Utility Load
5.1 DWS HYPN for Top Floor 1.00 3,000.00 3.00 0.90 2.70 2.70
6 Additional for Electrical Contingency 1.00 10,000.00 10.00 0.80 8.00 8.00
TOTAL 283.17 245.16 245.16 -

Essential Load of Single Tower considered

Tower C1 Essential Power Fire Meter-01 for DG set sizing, Cosidering Fire Scenarion
B in any one Tower.
Tower C1 Essential Power
1 Staircase & Lobby Ltg 1,08,612.00 0.50 10.86 1.00 10.86 10.86 10.86
2 Fire Cum Passenger Lift 2.00 55,000.00 110.00 0.90 99.00 99.00 99.00
3 Fireman Evacuation Lift 1.00 55,000.00 55.00 0.90 49.50 49.50 49.50
4 Façade Cleaning Equipment @ Terrace Flr 1.00 12,000.00 12.00 0.80 9.60 9.60 9.60
5 ELV Equipment load (DB in LV shaft) 1.00 1,500.00 1.50 0.80 1.20 1.20 1.20
6 Staircase Pressurization 38.50 38.50
7 Lift Lobby Pressurization 18.50 18.50
8 Liftwell Pressurization 38.50 38.50 For Details Refer to HVAC Load sheet
Miscellaneous ( Aircraft Warning Light, CFO Tower
9 light etc) 1.00 1,000.00 1.00 0.80 0.80 0.80 0.80
10 Additional for Electrical Contingency 1.00 10,000.00 10.00 0.80 8.00 8.00 8.00
TOTAL 295.86 178.96 178.96 274.46

Tower C2 Non-Essential Power LT Service Meter-

C 02
1 Lift Lobby & common area Lighting 74,529.00 0.50 29.81 0.70 20.87 20.87
2 Lift Lobby & common area Maintenance Power 74,529.00 0.20 2.98 0.70 2.09 2.09
3 Passenger Lift 2.00 55,000.00 110.00 0.90 99.00 99.00
4 Service Elevator Lift 1.00 55,000.00 55.00 0.90 49.50 49.50
5 Terrace Floor Utility Load
5.1 DWS HYPN for Top Floor 1.00 3,000.00 3.00 0.90 2.70 2.70
6 Additional for Electrical Contingency 1.00 10,000.00 10.00 0.80 8.00 8.00
TOTAL 210.79 182.15 182.15 -

D Tower C2 Essential Power Fire Meter-02

1 Staircase & Lobby Ltg 74,529.00 0.50 7.45 1.00 7.45 7.45 7.45
2 Fire Cum Passenger Lift 2.00 55,000.00 110.00 0.90 99.00 99.00 88.00
3 Fireman Evacuation Lift 1.00 55,000.00 55.00 0.90 49.50 49.50 49.50
4 Façade Cleaning Equipment @ Terrace Flr 1.00 12,000.00 12.00 0.80 9.60 9.60 9.60
5 ELV Equipment load (DB in LV shaft) 1.00 1,500.00 1.50 0.80 1.20 1.20 1.20
6 Staircase Pressurization 33.00 33.00
7 Lift Lobby Pressurization 24.00 24.00
8 Liftwell Pressurization 33.00 33.00
Miscellaneous ( Aircraft Warning Light, CFO Tower
9 light etc) 1.00 1,000.00 1.00 0.80 0.80 0.80 0.80
10 Additional for Electrical Contingency 1.00 10,000.00 10.00 0.80 8.00 8.00 8.00
TOTAL 286.95 175.55 175.55 254.55
 All Common Area Non-Essential Load for Tower
C1 & C2__LT Service METER-03
E
1 P0 Amenity (Ltg, Power, AC) 5,700.00 5.50 31.35 0.70 21.95 21.95
2 P1 Amenity (Ltg, Power, AC) 12,955.00 5.50 71.25 0.70 49.88 49.88
3 P3 Fitness Centre (Ltg, Power, AC) 1,237.00 5.50 6.80 0.70 4.76 4.76
P4 to P9 car park Lighting & Power
4 1,04,520.00 0.30 31.36 0.70 21.95 21.95
Basement-01 BOH & Services Area Ltg & Power
5 12,386 0.7 8.67 0.70 6.07 6.07
Basement-02 Services Area Ltg & Power
6 6,456.00 0.7 4.52 0.70 3.16 3.16
7 Shuttle Elevator-01 1.00 5,500.00 5.50 0.90 4.95 4.95
8 Shuttle Elevator-02 1.00 5,500.00 5.50 0.90 4.95 4.95
Mechanical Ventilation Load
9 1.00 30.50 0.80 24.40 24.40 For Details Refer HVAC load sheet
Plumbing Load
11 1.00 125.50 0.80 100.40 100.40
12 STP load 1.00 40.00 0.60 24.00 24.00 For Details refer PHE load sheet.
13 OWC Load 1.00 20.00 0.80 16.00 16.00 Assumed
14 External/Landscape lighting @ P10 1.00 5,000.00 5.00 0.70 3.50 3.50 Adhoc
14 External/Landscape lighting @ P0 1.00 5,000.00 5.00 0.70 3.50 3.50 Adhoc
TOTAL 390.95 289.47 289.47

All Common Area Essential Load for Tower C1 &

F C2__FIRE METER-03
1 P0 Amenity Emergency Ltg 5,700.00 0.50 0.57 1.00 0.57 0.57 0.57
2 P1 Amenity Emergency Ltg 12,955.00 0.50 1.30 1.00 1.30 1.30 1.30
3 P3 Fitness Centre Emergency Ltg 1,237.00 0.50 0.12 1.00 0.12 0.12 0.12
4 P4 to P9 car park Emergency Ltg 1,04,520.00 0.30 6.27 1.00 6.27 6.27 6.27
Basement-01 BOH & Services Area Emergency Ltg
5 12,386 0.50 1.24 1.00 1.24 1.24 1.24
Basement-02 Services Area Emergency Ltg
6 6,456.00 0.50 0.65 1.00 0.65 0.65 0.65
7 FAPA/CCTV Load 1.00 10.00 0.80 8.00 8.00 8.00
Basement Car Park Ventilation load not
TOTAL considered in Load sheet since its shall be
20.14 18.14 18.14 18.14 Fed from PPL Infra.

Triple Feed Fire Meter (Normal, DG &

FFTG Load for Tower C1 & C2__FIRE METER-04
G Alternate Feed)
1 FFTG Pump in UGT Pump room 1.00 625.60 18.60 18.60 607.00
FFTG Pump at Intermediate Service floor (Common
2 for Wing C1 & C2) 1.00 99.30 9.30 9.30 90.00
3 FFTG Pump at Terrace (Common for Wing C1 & C2) 1.00 64.40 4.40 4.40 60.00
TOTAL 789.30 32.30 32.30 757.00
 In Fire Case, Considering Basement Fire
TOTAL Demand Load
607.00 Pumps & Fire Transfer Pumps Operational

Total Connected / Actual load 14383.9 6895.3 1121.7 899.6

PPL ELECTRICAL LOAD

Unit load in Total Load in Load Actual Load in Load on DG - Normal

Sr. No. Description Unit Qty. / Sq. Ft Load in Fire Case (KW) Remarks
watt KW Factor KW Backup (KW)
1 B3 car park Lighting & Power 32,828.76 0.30 9.85 0.70 6.89 6.89 6.89
2 B2 car park Lighting & Power 30,020.80 0.30 9.01 0.70 6.30 6.30 6.30
3 B1 car park Lighting & Power 26,630.14 0.30 7.99 0.70 5.59 5.59 5.59 LOAD FOR PPL SHALL BE GIVEN
FROM EXISTING PHASE
4 Ventilation Load 19.00 56.00
TOTAL LOAD 37.79 74.79

Sub Station and Incoming Power supply – SEB side:

SEB shall bring 22KV power (as confirmed by client) to site for further distribution stepping it down to 22KV and 433 KV with 22KV HT breakers, 22/433 transformers and LT side
distribution panels.

Low Voltage Distribution – Till meters by SEB

From transformer, LV panels within substation shall be installed by SEB.
Cables from substation LV panel shall come to SFU in meter room at Basement level of each block from which cables shall go to independent meters for common service. There are
dedicated common area meter room planned at basement level to accommodate all the meters for common area LV services.

For power distribution to apartments, two schemes were explored.

Scheme 1A: Part Residential floors, apartment meters located at Basement-01and above floors apartment meter located at service floor with power feed cables from Feeder Pillar
panel in substation to meter room at basement-01 & service floors. In this case the all apartments will be fed from meter room at Basement 01 & service floors and cables shall be
laid to individual apartments.

Scheme 1B: Same as scheme 1, excepting the feed power shall to meter rooms shall be inform of rising mains instead of cables from the ground floors and further distribution to
apartments shall remain as scheme 1.

Scheme 2: Power Feed through Rising Mains with Tap off at Each Residential floor and Apt metering Panel in Electrical Niche on each floor and cables laid to individual Apartment.

It is suggested to opt for scheme 2. i.e rising mains shall be provided as power feed and individual apartment meters shall be provided on respective floor electrical shaft. However
Space Planning shall be carried out for feasibility of both the options.
Low voltage distribution – From meters onwards

Apartments

As per” Scheme 1” Copper FRLS cables from meter room shall be laid upto Isolator in shaft at respective apartment floors from where FRLS wires shall go to respective apartment laid
in Embedded conduit and shall be terminated in apartment distribution board from which further wiring shall be done within apartment for light points / plugs etc.

As per” Scheme 2” Copper FRLS Wires from the Metering panel shall go to respective apartment laid in embedded conduit and shall be terminated in apartment distribution board
from which further wiring shall be done within apartment for light points / plugs etc.

Common services

As we have opted for going for multiple LV services for common areas, the meter for the same shall be located at Basement-01 floor meter room. Along with this meter necessary
MCCB shall be provided. From these meters the cables shall go to LV panels and further from main panel to – sub panels / distribution boards.

LV Panels for lighting / Power / ventilation / External & DG load shall be located in LV panel room at basement 1 level.

MCC panels for plumbing / fire shall be located in pump room at basement 2, Service & Terrace level.

From these panels cables shall be laid till necessary distribution boards and / or starters for equipment’s. From this last mile point wiring shall be carried out.

Low Voltage Distribution-Common loads.

The switchboards will be specified for safety, operation and life in line with the load and nature of the building. LV switchboards shall be planned at basement, in dedicated room
close to substation for common service. Typically following LV panels shall be required:

1. D.G. load distribution panel

2. ATS Panel
3. Ventilation panel
4. Lighting panel
5. Utility panel
6. Lift panels
7. Ventilation panels
8. External lighting panel
9. APFCR panel
10. FFTG panel

From the panel the cables shall go to distribution boards / starter panels located in basement for – pumps / Ventilation fans & STP etc.
The LV switchboards will be provided with spare breakers (approximately 20%).
All LV distribution switch panels will comply with category Form 3b construction and be manufactured to IEC 61439 1.

Power Factor Control

The power factor of the installation is proposed to be maintained around 0.99 to unity.
The power factor control shall be through automatic power factor control relay that will switch on and off the capacitors as and when required.
APFC panel shall be designed taking into consideration requirement for KVAH billing being proposed by MERC.

Power Quality – APFCR Panel

Power factor at the supply intake point shall be maintained at better than 0.95 lagging. Allowance will be made for power factor correction equipment on LV switchboards.
Connection points and CTs will be provided to allow future power factor correction or active harmonic filters to be installed at each main LV Switchboard.
Space for active harmonic filters will be provided to eliminate harmful harmonics that can cause nuisance tripping, overheating and damage to equipment.

The load assignment across the 3 phases will be as evenly distributed as possible to prevent load imbalance.

Metering

1) For Apartment - By SEB directly at apartment level shaft meter panel optionally provisions for metering has been made at Basement-01 level & Service floor Level . Metering
scheme shall be got approved from Power supply company through liasioning agent appointed by Client.

2) For Residential common - By SEB directly at Basement-01 meter room.

Small Power Distribution

The distribution boards will be located throughout the building to serve local lighting and power requirements.

Distribution boards will mainly be 3 phase, 4 pole, allowing for ease of load sharing across the phases. Distribution boards will be located in dedicated electrical cupboards and plant
rooms and sized adequately to serve the immediate vicinity with allowance for 20% spare capacity.
 Distribution boards will be:
• Provided with outgoing Miniature Circuit Breakers or Residual Current Circuit Breakers with/without Overcurrent (MCBs, RCBs, and RCBOs) to suit final circuit.
• Provided with top, bottom or side entry/exit for LV cables and connections
• Local indication on incomer and breakers for open, closed and trip.
• Manufactured to BS EN 61439 1 or local prevailing code, whichever is more stringent.

Generally small power services to the buildings will be distributed in electrical trunking system mounted in ceiling voids and floor screeds and in conduits for final distribution to
accessories and outlet points. In order to aid rewire ability, conduits will be surface mounted where installed in ceiling voids and concealed in the building fabric where located in
visible areas and floor screed. Single and multicore FRLS (Flame Retardant Low Smoke) cabling will be used for final circuits and sub mains.
The system will be fully tested in accordance with BS 7671, “Requirements for Electrical Installations” and applicable local codes of practice.

All electrical wires and cables through-out the development of project shall be FRLS ( Flame retardant low smoke) EXCEPT for Fire & Life safety equipment’s which shall be
powered with Fire Survival cable.

Emergency Generator Supply

Power back up is provided for following:

Residential common areas

Ratings:

As computed in the load sheet that the requirement for emergency load is more than normal load. Hence the generators for all block together shall be rated as per emergency load
which ultimately shall cater to normal load also.

1) 1 x 1250 KVA DG set for Apartment common area of WIng C (Wing C1 & C2).

Location / Space requirements:

Dg set located at Basemet-01 with double height area. The space required shall be 15 x 5.5 x 5 M (LxWxH) including necessary maintenance space.

Brief Specs:

The D.G. set shall be with acoustic enclosure as per latest CPCB guidelines (75 dB at 1 mtr in free field condition). The generators shall be radiator cooled with air being the cooling
medium. The D.G. set shall be prime rated with fuel day storage tank & Control panel with AMF relay for auto start stop option.
Scope of Standby Supply

As the L.T Power is fed to the Residential Apartments and the load shedding of these apartments is negligible. Hence, it is envisaged that no Apartment should be given the DG
back up.

All lighting, power, convenience power, Lifts, Plumbing Fire pumps, and Pressurization System and Ventilation Fans shall be supplied by DG set equipped with AMF cum Distribution
panel. AMF Panel will switch over the above loads onto DG supply within 15-20 seconds.

Standby power generation is required to support life safety systems – in case of fire - throughout the building which shall include but not be limited to the following elements:

• Essential/emergency lighting common areas

• Lifts (Fire lifts)
• Fire pumps and associated equipment
• Smoke ventilation and associated equipment (Common Areas)

In addition, standby power generation typically supports essential applications to ensure that the building functions in a manner that is conducive to the operator’s final
requirements in the event of mains power failure or disruption from the electricity network supply.

Noise Treatment

The DG set will be incorporated into a dedicated plant room and acoustically (silenced canopy type) treated to reduce the breakout of noise during operation. The exhaust silencer
(including provision for future exhaust soot filters) and air intake attenuators for each set will be contained within the plant room. Low noise (residential) exhaust flues will also be
provided.

Flue gas exhausts / Stack height

Norms for flue stack are as follows.

 1. Minimum 6 m above the building where generator set is installed.
2. 30 m standalone chimney
3. H=14 Q^0.3
Q = Total SO2 emission from the plant in kg/hr
H = Height of the chimney above building in meter

Fuel Consumption for 1250 KVA DG Set = 200 Ltr / Hr @ 80% loading
Density of Fuel 800 Kg / M3
SO2 generation per Kg = 500 mg / Kg
SO2 for DG set = 200 x 800 x 500 / 10^9 =0.08 Kg/ Hr
H=14 x .08 ^(0.3) = 6.56 Mtr above building height

It should be cross checked with Environment consultant as to what shall be applicable for this building. We shall require inputs from Environment consultant on exact stack height to
be followed.

We recommend DG exhaust pipe discharge at P9 level with discharge outlet towards East side @ periphery of building.

Lighting:

The lighting installation will be designed in accordance National Standards, British Standards and/or local prevailing code requirements. Any particular Client or Architect
requirements will need to be relayed and agreed upon.
High efficacy energy efficient lamps and light sources will be primary choice on selection throughout the project.
Common lamp sources will be used where possible to simplify maintenance and reduce the range of spare lamps stocked.
Lighting to the different areas of the buildings is covered under the relevant sections of this report.

Lighting within the car parking areas, service corridors and plant rooms will be surface mounted or suspended IP55 corrosion resistant linear LED luminaires with protective diffusers.

Specialist lighting design for the public areas like entrance / lobbies etc. will be designed by the lighting consultant.

The lighting consultant will be responsible for meeting any relevant lighting levels and energy efficiencies to meet environmental standards aspired.

Lighting Levels
Lighting levels for the various areas are tabulated above and meet the National Building Code of India 2016 recommendations, also tabled is the Light Power Density recommended
by ASHRAE which is being used as a guide for LEED certification.
As previously mentioned the lighting allowance within the building load has a higher allowance to allow flexibility of the final design. For lighting and power density for the breaker
sizing and distribution being considered to be referred to the table “Light power Density” given in the design criteria section.

Lighting Controls
Where appropriate lighting control systems will be installed to maximize energy efficiency.
Area Light fixtures Recommended Control Method Dimming/Scene setting
Plant and service areas LED lights Local switching No
Car parking areas LED lights Local switching with Timers through MCB’s. No
Note : Emergency light always ON
Lobbies / passages LED lights Local switching with Timer No
Stairs LED lights Local switching or occupancy sensor for mid – No
landing lights
Entrance lobbies As per lighting designer Local switching with Timer No
Public area like gym, spa, As per lighting designer Local switching + dimming if required Yes if required as per interior.
amenities, business center
etc.
Landscape lighting As per lighting designer Timer (astronomical type) No

Emergency Lighting

The emergency lighting system will be designed to provide safe passage from the building in the event of a mains failure and will be sized to power up 10-15% of the lighting load.
Emergency lighting will have centralized control where possible for ease of monitoring and maintenance.

The lighting will be designed to local authority regulations and NFPA 5000. A minimum of 10 Lux will be provided on the center line of escape routes, with routes up to 2m wide 50%
of the route will be lit to 5 Lux. The emergency lighting system will be capable of continuous operation for a minimum of 0.3 hours (30 minutes).

All areas within each building will be provided with maintained illuminated emergency exit signage which complies with the aforementioned standard to indicate escape routes and
exits. All emergency lighting will be coordinated with egress routes to external ground, access to plant rooms, firefighting equipment and main plant areas.

The emergency lighting system will be by means of static inverter – UPS in this case as the requirement is large for an inverter, located in strategic locations throughout the building
to support chosen normal ambient fittings in the event of local circuit failure.

These static online UPS systems will comprise of maintenance free lead acid batteries, charger, inverter and control equipment. The size of the units can only be determined on
completion of the lighting design and receipt of luminaries’ specifications from specialist designer.
Lightning Protection as per IS/IEC 62305

The building height is app. 206 mtrs and lightning protection becomes a very important part of the building. As per the usage of building the building shall fall under class 1
protection level for -

Building structure
Living beings
Equipment

The LPS will be comprising four main elements as follows:

Air terminal network

Down conductor network
Earth termination.
Equipotential bonding on façade of building.

Air termination:
Air termination network will comprise of Vertical Air rods and Horizontal Tapes. The entire area of the roof must be protected with roof conductors placed in a grid pattern to form a
mesh of 5x5 meters. AL tapes will be used for this purpose. Any joints within the AL tape are to be bolted. Air rods will be located on the roof to which will not exceed the building
height limitations and will be located at strategic points on the roof as in services drawing. The air rods will give enhanced protection to the building.
The air termination network will bonding the structure at the upper roof levels located at corners, exposed points and edges in accordance with IEC 62305. Test points to be provided
at the roof and ground levels for testing purposes.

Down Conductors:
The building will have down conductors spaced out at every 10 meters around the periphery of the building.
The down conductors will be part of structural building elements. All down conductors to be terminated at the roof level and at earth pits on Ground level.
Ring conductors to be allowed for structures taller than 60 meters to avoid the dangers of side flashes. Ring conductors will be spaced at every 20 meters from 60 to 120 meters; and
above 120m at every 10 meters. Ring conductors used will be PVC covered copper tapes, tape color to match the architectural finish of the building.
Ring conductors when passing through the curtain walling must be bonded to it with special bimetallic clamps to avoid corrosion. All ring conductors must be bonded to all the down
conductors at each specified levels. Saddles for the ring conductors to be spaced at 1000mm hole centers.
Close coordination will also be required with the façade designers to integrate the lightning protection network into the façade rather than developing separate systems.
Earth Termination:
Type B arrangement shall consist of ring electrode on Ground Floor as per IS/IEC 62305. The ring electrode should be laid at a minimum distance of 1 m away from the wall and at a
minimum depth of 0.5m. It shall be ensured that at least 80% of the ring conductor is inside the soil. Resistance of the system to comply with IS/IEC 62305 and local code
requirements which talk of total resistance to be below 10 ohms for LA system.

Following are advantages of foundation earthing over conventional earthing.

1. Foundation earthing system eliminates the requirement of Number of earth pits required in case of conventional earthing system.
2. Technically both the systems are at Par

Earthing System
Concrete Embedded Earth Electrode will be provided in accordance with the requirements of IS 3043/NBC 2016.
The earthing system will be designed to protect against the risk of an electric shock and to protect equipment/systems.
The following elements will be connected to the building’s main earth system:
Transformer Neutral
Generator star points
Building structure
Switchgear
Specialist equipment (security, lifts, telecommunications etc)
Each LV switch room will be fitted with a wall mounted main earth bar, for general connection of earthing systems within the area. The earth bar will incorporate a proprietary link
facility to enable disconnection for testing.

In addition to concrete Embedded Earth Electrode, Earth pit shall be provided for connection of Transformer & DG neutral on External ground
Chemical earthing shall be adopted as they are maintenance free for 25 years.
The final arrangement of the site earthing system will be subject to discussions and approval by the local electricity authority.
Aircraft Warning Lights

Aircraft warning lights shall be provided if mandated by ICAO. The Building height is approximately 206 mtrs, in such case Aircraft warning light must be install on the top of the
Building. The system will be designed to the International Civil Aviation Organization (ICAO Appendix 6) guidelines and the local Civil Aviation Authorities and will generally comprise:

Roof mounted medium intensity red obstruction luminaire giving flashes at the rate of 40 per minute. The luminaires will have an effective intensity of 2000 candelas and a lamp life
of approximately 32,000 hours.
All luminaires will be supplied with 230 Volt A.C. power connected to the emergency maintained system.
Extra Low Voltage Systems:

ELV System:

ELV system shall be planned similar to electrical system for providing following services to each apartment and common area:

1. Wired telephone connectivity.

2. DTH television connectivity – (can be independent terrace mounted dish for each residence).
3. Wired broadband connectivity to each residence.
4. Intercom facility
5. Security system – video from entrance gate to house.

As proposed to conventional scheme of providing copper co-axial/ RG cables routed through entire project with multiple vendor dependent scheme, it is proposed to have IBS (In
Building Solution) where in IBS provider will lay common ELV infrastructure using OFC (Optic Fiber cable) using either GPON (Gigabyte Passive optical network) technology and
provide the multiple choice of vendors and connectivity to Apartments using same infrastructure. The scheme becomes highly viable considering limited numbers of players in the
project area, project size and cost of infrastructure to accommodate such requirements.
The IBS vendor scope shall be till flat LVDB. Whereas inside flat it shall be part of electrical vender scope.

Connectivity:

Each home will be connected using a OFC cable and the following will be available over the same:
1. Internet
2. Voice Communications
3. Video Door Phones
4. CCTV Viewing
5. Visitor Management Console.
6. Home Automation. (ONLY INFRASTRCUTURE e.g. extra conduits SHALL BE LAID, USER TO INSTALL HIS OWN SYSTEM)

In building Communications

High rise building loses coverage for cellular communications including voice & internet above 100mts from ground level. To overcome the same, In Building solutions will be
deployed covering the entire building & providing seamless connectivity to all residents.
Distributed Antenna Systems (DAS) will be deployed with antennas at all residential floor levels covering the common areas.
Antennas based on study & maps will be installed inside the flats to provide zero call drop & internet access to residents.
Standard codes and brief specs for materials:

A. APPLICABLE IS STANDARDS

1. METERS (MEASURING) FOR ANALOG METERS IS:1248-1986

2. INSTALLATION AND MAINTENANCE OF SWITCH GEARS IS:3072-1975
3. CODE OF PRACTICE FOR EARTHING IS:3043
4. H.D. AIR BREAKER, SWITCH GEARS AND FUSES FOR VOLTAGE NOT EXCEEDING 1000 VOLTS IS:4047-1977
5. SELECTION, INSTALLATION AND MAINTENANCE OF FUSES UP TO 650 VOLTS IS:8106-1966
6. GENERAL REQUIREMENTS FOR SWITCH GEAR AND GEAR FOR VOLTAGE NOT EXCEEDING 1000 VOLTS IS:4237-1967
7. DEGREE OF PROTECTION PROVIDED BY ENCLOSURES FOR LV S/GEARS IS:2147-1962
8. INSULATED CONDUCTOR RATING IS:8084-1972
9. ENCLOSED DISTRIBUTION FUSE BOARDS AND CUT-OUTS FOR VOLTAGE NOT EXCEEDING 1000 VOLTS IS:2675-1983
10. MINIATURE CIRCUIT BREAKER IS:8828-1978
11. FUSE WIRE USED IN RE-WEARABLE TYPE ELECTRIC FUSES UP TO 650 VOLTS IS:9926-1981
12. PVC INSULATED ELECTRIC CABLES HEAVY DUTY IS:1554 (PART I)
13. RECOMMENDED CURRENT RATING FOR CABLES IS:3961(PART II)
14. COPPER CONDUCTOR IN INSULATED CABLES AND CORES IS:2982
15. CONDUCTOR FOR INSULATED ELECTRIC CABLES AND FLEXIBLE CORDS IS:8130
16. MILD STEEL WIRES, STRIPS AND TAPES FOR ARMOURING CABELS IS:3975
17. PVC INSULATION AND SHEATH OF ELECTRIC CABLES IS:5831
18. ALUMINIUM CONDUCTOR FOR INSULATED CABLES IS:1753
19. PVC INSULATED & PVC SHEATHED SOLID ALUMINIUM CONDUCTOR CABLES OF VOLTAGE RATING NOT EXCEEDING 1100 VOLTS IS:4288
20. RECOMMENDED CURRENT RATING FOR CABLE IS: 961
21. CODE OF PRACTICE FOR ELECTRICAL WIRING INSTALLATION SYSTEM VOLTAGE NOT EXCEEDING 650 VOLTS IS: 732
22. CODE OF PRACTICE FOR FIRE SAFETY OF BUILDINGS GENERAL) ELECTRICAL INSTALLATION IS: 1646
23. RIGID STEEL CONDUITS FOR ELECTRICAL WIRING IS:1653
24. FITTINGS FOR RIGID STEEL CONDUITS FOR ELECTRICAL WIRING IS:2667
25. FLEXIBLE STEEL CONDUIT FOR ELECTRICAL WIRING IS:3480
26. ACCESSORIES FOR RIGID STEEL CONDUITS FOR ELECTRICAL WIRING IS:3837
27. PVC INSULATED CABLES (WIRES) IS:694
28. RIGID NON-METALLIC CONDUITS FOR ELECTRICAL WIRING IS:2509
29. FLEXIBLE (PLAYABLE) NON-METALLIC CONDUITS FOR ELECTRICAL INSTALLATION IS:6946
30. THREE PIN PLUGS AND SOCKETS IS:1293
31. CONDUCTORS FOR INSULATED ELECTRICAL CABLES AND FLEXIBLE CODES IS:8180
32. SPECIFICATION FOR CONDUIT FOR ELECTRICAL INSTALLATION IS:9537-1980
33. ACCESSORIES FOR NON-METALLIC CONDUITS FOR ELECTRICAL WIRING IS:3419
34. SWITCHES7 IS:3854
35. PLUGS IS:6538
36. SHUNT CAPACITORS FOR POWER SYSTEMS IS:2834-1954
37. HRC CARTRIDGE FUSES AND LINKS UP TO 660 VOLTS IS:2208
38. GENERAL AND SAFETY REQUIREMENT FOR LIGHTING FITTINGS IS:1913-1969
39. CODE OF PRACTICE FOR LIGHTING PUBLIC THOROUGH FARES IS:2944-1981
40. WATERPROOF ELECTRIC LIGHTING FITTINGS IS:3528
41. WATER TIGHT ELECTRIC LIGHTING FITTING IS:3553-1966
42. MILD STEEL TUBULAR AND OTHER WROUGHT STEEL PIPE FITTING IS:1239-1958
43. LUMINARIES FOR STREET LIGHT IS:2149-1970
44. HRC FUSES HAVING RUPTURING CAPACITY OF 90 KA IS:9224
45. EXHAUST FAN IS:2312-1967
46. CLASS I CEILING FAN IS:374-1979
47. DANGER NOTICE BOARDS IS: 2551
WATER MANAGEMENT PUBLIC HEALTH AND SANITATION
Project Brief:

a. Conceptual Plan
a) The Concept report is based on the architectural concept plan and several briefs given by client/architect for the building requirement.
b) The detail site survey having information like levels, area, perimeter, drains etc. provided by client is made basis to conceptualize the water management systems.

b. Climatic Data
The design of the water management system will be done keeping in view the detailed climatic data like rainfall, temperature variation, etc. of the region.

c. Water Quality
The quality of water from all the sources shall be checked. The major source of fresh water will be Municipal Corporation. Client to furnish water test reports for the same. The short
fall in requirement of water shall be supplemented through tankers. Suggestion regarding the treatment of water required will be given from the water test report.

d. Drainage and Storm Water Connection

The pipe size and invert levels for nearby existing network sewers and storm water drains shall be furnished by client for final design of sewage and storm water disposal.
Sewage Treatment Plant will be installed for disposal of soil and waste and the recycled water will be used for flushing and gardening.

Maximum intensity of rainfall – 100 mm/hr.

Sources of water supply will be Municipal Corporation, tankers & STP recycled water.
Disposal system for waste water and sewage will be through – Sewage Treatment Plant.
All the surface & terrace rain water runoffs will be drained through well designed storm water disposal system after adopting suitable rain water harvesting system.
Total 135 liters/person/day water is assumed for all the units. (Break up is as, 90 lpd for domestic water and 45 lpd for flushing water)
Water efficient and low flow fixtures will be used in toilets.
Dual piping system will be adopted for water supply –for domestic water and flushing water.
Double stack system will be provided for the disposal of soil and waste water from the entire building.
Sewage Treatment Plant will be installed in the site premises and 100% sewage and waste generated will be recycled and used for flushing and irrigation.

3.0 Water management system Infrastructure Requirements:

Overall the Water management system consists of:

Water Supply
Hot Water System – Generation & Distribution
Sewerage Disposal System
Sewage Treatment Scheme
Storm Water Drainage System
Rain water Scheme
Sanitary Vessels and Water management system Fixtures
3. A. Water Supply:

The main source of domestic water supply will be water supplied by Municipal Corporation, the quality of water from corporation will be assured. Suggestion for the water treatment
can be given from the water test report for available water. Balance water requirement will be supplemented from tankers. It is proposed to connect the entire water source to the
underground tank located within the premises. In case of failure of either source, provision will be made to use water from any other water source.

Water supply required for various usages are categorized as follows:

Raw Water:

The water available from Municipal Corporation. Raw water will first come into Firefighting tank and its overflow will be stored in Raw water underground tank, from which it will be
supplied to domestic underground water tank after treatment if required.

Domestic/Treated Water:

Water from the Raw water tank after the required treatment will be termed as domestic water. It will be supplied for the potable uses. In case of failure of providing water from
Municipal Corporation, tanker water will be suitably treated and supplied as domestic water.

Drinking Water:

We used Domestic water as a drinking water, tenant shall be put RO inside the flat / high intensity ultraviolet unit for sterilization at consumption point, and will be used for
Kitchens and drinking facility.

Flushing Water:

Water supplied to W.C. and urinal flushing is termed as flushing water.

E. Recycled Water from STP:

Water recovered from the Sewage Treatment Plant is called recycled water, will be used for flushing and irrigation purpose.
Refer following tables for the total water requirement for the project
WATER LOAD CALCULATION
DESIGN DATA : Rev : R0 Date : 07.08.2020
DAILY WATER REQUIREMENT FOR VARIOUS SERVICES :
It is estimated that the daily requirement of water for the entire project, based on the number of flats and for other services will be as follows:
Total Water
Persons/flat or Domestic Water Flushing Water
No. Description Total Flats Total Pax Requirement/Day
Area/Person
LPCD LPD LPCD LPD Litre/Day

1 Wing - C1
2-BHK 272 5 1,360 90 122,400 45 61,200 183,600
3-BHK 96 6 576 90 51,840 45 25,920 77,760
Visitors (10% of total
194 5 968 10 1,936 2,904
population)
Total for Wing - C1 175,208 89,056 264,264

2 Wing - C2
2-BHK-L 265 5 1,325 90 119,250 45 59,625 178,875
3-BHK 114 6 684 90 61,560 45 30,780 92,340
Visitors (10% of total
201 5 1,005 10 2,009 3,014
population)
Total for Wing - C2 181,815 92,414 274,229
Miscellaneous
Car Washing for C1 &
747 Considering 10 liters per car (50 % diversity) 3,735 - - 3,735
C2
Gardening & Irrigation
Gardening &
Irrigation (As per
areas depicted in the
7 ltr/Sq.
drawing. To be 4156 Sq.mtr - - 29,092 29,092
mtr
confirmed with the
landscape
consultant)

Total Water Requirement for Wing- C1& C2 360,758 210,562 571,320

Summary of water requirement
Domestic Cold
Sr. No. Description Flushing water (litre) Irrigation (litre)
Water (litre)
1 Total Water Requirement for Wing C1 & C2 360,758 181,470 29,092

TANK CAPACITIES
Sr. Total no. of Capacity of each Total Capacity
Description Remarks
No Compartments compartment in cum in cum
A Main Water storage Tanks @ Basement (Common for both Wing C1 & C2)
1 Fire Water tank 2 175 350
2 Raw Domestic water tank 2 90 180
2 Treated Domestic water tank 2 90 180
3 Raw Rain water tank 1 66 66
4 Treated Rain water tank 1 66 66

B In Sewage Treatment Plants

5 Flushing water tank 2 105 211

C Water Tanks at Service floor level

1 Fire Water tank (Common for both Wing C1 & C2) 2 25 50
Wing-C1
2 Domestic water tank 1 80 80
3 Flushing Water Tank 1 40 40
Wing-C2
4 Domestic water tank 1 80 80
5 Flushing Water Tank 1 40 40

D Over Head Tanks at Terrace floor level

1 Fire Water tank (Common for both Wing C1 & C2) 2 88 175
Wing-C1
2 Domestic water tank 1 40 40
3 Flushing Water Tank 1 20 20
Wing-C2
4 Domestic water tank 1 40 40
5 Flushing Water Tank 1 20 20

Note: One day of total storage is considered for the calculation of underground tank capacities, excluding firefighting storage and 0.67 day combined Storage is considered for
service floor and Overhead tank calculation.
Water Treatment and Receipt of Water:
Water from Municipal / tankers will be brought to firefighting tank and its overflow will be stored in the Raw water tank for the suitable treatment if required.
In case the fresh water deficit is supplemented with bore wells, we suggest having a resistivity test and hydro-geological survey to ensure good quality consistent water supply
throughout the year. Standby bore wells shall also be planned for the same.
The water received everyday shall be randomly checked for physical, chemical and microbial analysis to ensure that water quality is maintained.

Water Distribution and Supply System

There will be a separate pumping and distribution system for domestic & flushing water.
One set of Vertical inline pumps will be installed in the Pump room, which will transfer domestic water from underground tank to water tanks at service floor and other set of Vertical
Inline Pump will be at service floor, which will transfer domestic water from water tanks at service floor to overhead tanks at terrace of the building.
Domestic water supply for Top 3 floors will be supplied by means of Hydro-pneumatic (Terrace Booster) for adequate pressure at fixtures.
One set of Vertical pumping system will be installed in flushing tank near STP plant to, which will transfer flushing water from underground tank to water tanks at service floor and
other set of Vertical Inline Pump will be at service floor, which will transfer flushing water from water tanks at service floor to overhead tanks at terrace of the building.
Provision will be kept to supply domestic water to the overhead flushing water tank in case of emergency or malfunctioning of the STP.
Separate pumps are proposed for Wing C1 & C2.

Zoning for Domestic Water Supply for Wing C1:

Sr. No. Zoning Levels Considered in Zoning Location of Ring Main System of Water Supply
1 Zone – 1 56th Floor to 54th Floor Terrace level (HYPN Ring Main) With Booster
2 Zone – 2 53rd Floor to 48th Floor Terrace level (Gravity Ring Main) Gravity
3 Zone – 3 47th Floor to 42nd Floor Terrace level (Gravity Ring Main) Gravity
4 Zone – 4 41st Floor to 36th Floor Terrace level (Gravity Ring Main) Gravity
5 Zone – 5 35th Floor to 31st Floor Terrace level (Gravity Ring Main) Gravity
6 Zone – 6 30th Floor to 25th Floor Service floor level (Gravity Ring Main) Gravity
7 Zone – 7 24th Floor to 19th Floor Service floor level (Gravity Ring Main) Gravity
8 Zone – 8 18th Floor to 13th Floor Service floor level (Gravity Ring Main) Gravity
9 Zone – 9 12th to 7th floor Service floor level (Gravity Ring Main) Gravity

Zoning for Flushing Water Supply for Wing C1:

Sr. No. Zoning Levels Considered in Zoning Location of Ring Main System of Water Supply
1 Zone – 1 56th Floor to 54th Floor Terrace level (Gravity Ring Main) Gravity
2 Zone – 2 53rd Floor to 48th Floor Terrace level (Gravity Ring Main) Gravity
3 Zone – 3 47th Floor to 42nd Floor Terrace level (Gravity Ring Main) Gravity
4 Zone – 4 41st Floor to 36th Floor Terrace level (Gravity Ring Main) Gravity
5 Zone – 5 35th Floor to 31st Floor Terrace level (Gravity Ring Main) Gravity
6 Zone – 6 30th Floor to 25th Floor Service floor level (Gravity Ring Main) Gravity
7 Zone – 7 24th Floor to 19th Floor Service floor level (Gravity Ring Main) Gravity
8 Zone – 8 18th Floor to 13th Floor Service floor level (Gravity Ring Main) Gravity
9 Zone – 9 12th to 7th floor Service floor level (Gravity Ring Main) Gravity

Zoning for Domestic Water Supply for Wing C2:

Sr. No. Zoning Levels Considered in Zoning Location of Ring Main System of Water Supply
1 Zone – 1 56th Floor to 54th Floor Terrace level (HYPN Ring Main) Booster
2 Zone – 2 53rd Floor to 48th Floor Terrace level (Gravity Ring Main) Gravity
3 Zone – 3 47th Floor to 42nd Floor Terrace level (Gravity Ring Main) Gravity
4 Zone – 4 41st Floor to 36th Floor Terrace level (Gravity Ring Main) Gravity
5 Zone – 5 35th Floor to 31st Floor Terrace level (Gravity Ring Main) Gravity
6 Zone – 6 30th Floor to 25th Floor Service floor level (Gravity Ring Main) Gravity
7 Zone – 7 24th Floor to 19th Floor Service floor level (Gravity Ring Main) Gravity
8 Zone – 8 18th Floor to 13th Floor Service floor level (Gravity Ring Main) Gravity
9 Zone – 9 12th to 7th floor Service floor level (Gravity Ring Main) Gravity
10 Zone – 10 6th to 1st floor Service floor level (Gravity Ring Main) Gravity

Zoning for Flushing Water Supply for Wing C2:

Sr. No. Zoning Levels Considered in Zoning Location of Ring Main System of Water Supply
1 Zone – 1 56th Floor to 54th Floor Terrace level (Gravity Ring Main) Gravity
2 Zone – 2 53rd Floor to 48th Floor Terrace level (Gravity Ring Main) Gravity
3 Zone – 3 47th Floor to 42nd Floor Terrace level (Gravity Ring Main) Gravity
4 Zone – 4 41st Floor to 36th Floor Terrace level (Gravity Ring Main) Gravity
5 Zone – 5 35th Floor to 31st Floor Terrace level (Gravity Ring Main) Gravity
6 Zone – 6 30th Floor to 25th Floor Service floor level (Gravity Ring Main) Gravity
7 Zone – 7 24th Floor to 19th Floor Service floor level (Gravity Ring Main) Gravity
8 Zone – 8 18th Floor to 13th Floor Service floor level (Gravity Ring Main) Gravity
9 Zone – 9 12th to 7th floor Service floor level (Gravity Ring Main) Gravity
10 Zone – 10 6th to 1st floor Service floor level (Gravity Ring Main) Gravity

3. B. Hot Water System – Generation and Distribution:

Solar Hot Water System shall be provided to occupants as per EC compliances, 20% of Domestic water requirement is provided through Solar Hot water system.
Individual 15 L Storage type geyser will be given in toilet for the hot water. The hot water distribution line within the toilets shall be suitably insulated to avoid heat loss.
 Water Supply Piping Schedule:
We have proposed following MOC for pipes for various water supplies in the project
Sr. no Service Location Piping Material Joining Methods Insulation
Solvent cement, Threaded joints &
1 Domestic Cold Water Supply Pipes In toilets, kitchen, etc C-PVC SDR 11 Not required
Fittings
Solvent cement, Threaded joints &
2 Domestic Hot Water Supply Pipes In toilets C-PVC SDR 11 Required
Fittings
Solvent cement, Threaded joints &
3 Flushing Water Supply Pipes In toilets C-PVC SDR 11 Not required
Fittings
Solvent cement, Threaded joints &
4 Domestic Cold, & flushing Water Supply Pipes In shafts Vertical down take C-PVC SDR 11, SCH 80 Not required
Fittings
5 Domestic Cold & Flushing Water Supply Pipes Ring-mains at terrace G.I. ‘C’ Class Threaded / welded Not required
6 Domestic cold Water Supply Pipes Plant Room piping. G.I. ‘C’ Class Threaded / welded Not required
Pump Discharge header
7 Domestic & Flushing Water Supply Pipes from pump room @ UGT to G.I. ‘C’ Class Threaded / welded Not required
OHT.
8 Solar Water Supply Pipes on roof Plant Room piping. G.I. ‘C’ Class Threaded / welded Required
Solvent cement, Threaded joints &
9 Domestic Hot Water Supply Pipes In shafts Vertical down take C-PVC SDR 11, SCH 80 Required
Fittings
Solvent cement, Threaded joints &
10 Irrigation/Car water supply pipes. Site Specific UPVC 6kg Not required
Fittings

3. C. Sewerage Disposal System:

General
Treated sewage and wastewater will be re-used and recycled water will be used for flushing and irrigation.
The provision will be made to dispose the sludge generated after STP into the centrally located collection tank. Alternatively, sludge can be dried using filter press or centrifuge within
our premises and dried sludge can be used as manure for irrigation.
The provision will also be made to dispose the surplus treated waste water to the nearby drainage network.

Sewerage Disposal
The waste water and soil water will be collected from toilet blocks / kitchen to main drainage network.
From toilets, wastewater will be collected into gully traps and through chamber it will be connected to main drainage line.
From kitchens, the waste water generated will be passed through gully traps and through chamber it will be connected to main drainage line & finally to the STP.
The main drainage line will discharge the soil and wastewater to sewage treatment plant for aerobic and / or anaerobic decomposition.
Treated water will be used for flushing and landscape features like fountain and water body. Excess treated water will be collected in collection tank and finally disposed off into
drain
Sewage Treatment Plant
We suggest to install MBBR technology for STP.

Effluent Characteristics
The effluent generated during activities contains mainly:
Suspended / colloidal organic components like food waste, toilet flushing, basins and hand wash, etc.
Dissolved organic components
Dissolved inorganic solids of cleaning chemicals

Assumptions
1. No other parameter which exceeds the treated sewage limits or which is hazardous in nature, will affect the biological process is present in the raw sewage.
2. The oil present is in free-floating form.

Possible Options of Sewage Treatment Plant

Sr.
Description Extended Aeration SAFF/MBBR MBR SBR
No
Based on activated sludge
Based on suspended growth Based on suspended
1 Type of Treatment Based on attached growth process process with
of bacteria growth process
ultrafiltration
Utilizes membranes for
2 Media used for treatment No Media required Utilizes plastic media floating in sewage No Media required
treatment
3 Final Clarifier required? Yes Yes No Yes
4 Tertiary Filter required? Yes Yes No Yes

5 MLSS (mg/l) < 3000 No criterion 15,000 - 20,000 < 3000

6 M.L.S.S. monitoring Required Not Required Required Required

60% to 67% of STP 80% to 87% of STP
7 Footprint area 80% to 87% of STP capacity 70% to 80% of STP capacity
capacity capacity
Highly Sensitive to Sludge Highly Sensitive to
8 Process Stability Medium Sensitive to Sludge Bulking Not Sensitive to upsets
Bulking Sludge Bulking
9 Retention Time 20 - 24 hrs 6 - 8 hrs 4 - 6 hrs More than 20 hrs
10 Sludge Recycling Required Not Required Not Required Required
11 Ease of Maintenance Difficult Easy Easy Complex
12 Ease of Operation Difficult Easy Easy Medium
Useful for modification / capacity
13 No Yes Yes Yes
extension of existing STP?
14 Use of Chemicals for pre-treatment / post High Medium Very Low Medium
 treatment
Requirement of Continuous monitoring
15 Yes Yes No Yes
for the treatment plant
16 Chlorination Required Required Not Required Required
17 Environmental Aspect of sewage treatment
a) Sludge Production High Low Low Medium
b) Reduction of Coliform Ineffective Ineffective Effective Ineffective
c) Use of Coagulants and Flocculants High Moderate Not required Not required
Required as per sewage
d) Use of Chlorine Required as per sewage load Required as per sewage load Not required
load
Residual Chlorine Presence in treated
e) Yes Yes No Yes
water
f) Quality of Treated Recycled water Moderate Good Good Moderate
g) Overall Cleanliness of the plant area Bad Moderate Good Moderate

Sewage Treatment Scheme for Selected MBBR Technology

Sewage Characteristics:
Sr. No. Raw Sewage Characteristics Treated Sewage Characteristics for re-use
Description Details Description Details
1 PH 7–8 PH 7–8
2 BOD 250 – 350 mg/l BOD < 5 mg/l
3 COD 450 – 600 mg/l COD < 30 mg/l
4 O&G ~ 60 mg/l O&G < 5 mg/l
5 TSS 300 mg/l TSS < 5 mg/l

STP capacity calculation

STP For WING - C1& C2
The capacity of the sewage treatment plant shall be designed on the basis of following Building design calculations
Sr. No Description Units Quantity in lpd Remarks
1 Total Volume of domestic water used in the building litre/day 360,758
2 Total of volume entering to sewerage system @ 85% litre/day 306,644
3 Total Volume of recycled water used in the building litre/day 210,562
Less
Water used for gardening and irrigation (-) 29,092
4 total volume of recycled water entering to sewerage system litre/day 181,470
Total Volume of water entering sewerage system ( 2+4) 488,114

5 STP capacity proposed 500.00 KLD

Drainage piping schedule:

Sr. no Service Location Piping Material Jointing Method Insulation
Soil, Waste & Kitchen
1 Internal to flat Low Noise(PP/PVC) Push Fit /Solution Joint/Rubber Ring Not required
internal to flat
Basin, shower, etc. waste
Solution Joint/ Push Fit /Rubber Ring
2 pipes up-to p-trap / floor Throughout site PVC-6 kg/cm2 pressure / G.I. “C’ class Not required
/Threaded / welded
trap / stack
Soil, Waste & Kitchen
3 All shafts and throughout site Low Noise(PP/PVC) Push Fit /Solution Joint/Rubber Ring Not required
stacks
Soil & Waste pipes
4 Suspended / at ceiling CI Centri / CI Hubless Drip seal / Hubless jointing Not required
Suspended
5 Rain Water Stacks All shafts Low Noise(PP/PVC) Push Fit /Solution Joint/Rubber Ring Not required
Rain water pipes above
6 Throughout Site CI Centri / CI Hubless Drip seal / Hubless jointing Not required
ground
 Drainage pipes below
7 Throughout site DWC (Double Wall Corrugated) Pipe Fusion joint Not required
ground
Rain water pipes below RCC Hume Pipe NP2 class/ DWC (Double Cement Mortar jointing/ Socket
8 Throughout site Not required
ground Wall Corrugated) Pipe joint/Coupling joint
Swimming Pool and water
9 Site Specific Agricultural U-PVC - 10 kg/cm2 pressure Solution jointing Not required
feature drain pipes.
10 Sump Discharge Pipe. Basement ceiling G.I. ‘C’ Class Threaded / welded Required

E. Storm Water Disposal System:

Design Criteria
Maximum intensity of rainfall is considered as 100 mm/hr.
Average Co-efficient of Run-off is taken as 0.80.
Co-efficient of Run-off for paved area including internal road is taken as 0.80
Co-efficient of Run-off for green belt area is taken as 0.30
Co-efficient of Run-off for terrace area is taken as 0.90

Storm Water Disposal from Terraces

Rain water pipes / spouts will be provided from terraces to ground level for taking out the rainwater.
Alternatively, we can use syphonic drainage system for rain water down comer pipes and reduce the pipe size.
Looking to rain intensity in the vicinity, storm water is proposed to be disposed off through a network of channels, pipes and chambers / catch basins.
The rainwater from the terraces will be disposed off through suitable vertical drop pipes.

Storm Water Disposal from Ground level

A channel network will be provided at the ground level connected to rain water harvesting and over flow connected to external storm water drain.
Storm water sumps of suitable capacity will be provided in the ground in coordination with the structural consultant and architect.
A grating at the main entrance will be provided to prevent entry of outside rainwater to the premises.

3. F. Rain Water Collection and Harvesting:

Design Criteria

Broadly, there are two options for rain water harvesting:

Option-1 : 100% percolation / infiltration of the rain water to raise the sub-soil water levels and no reuse.
Option-2 : Maximum possible storage of rain water falling in our premises and re-using the same for flushing and irrigation, surplus water to be used for percolation / infiltration.
100% percolation / infiltration of the rain water to raise the sub-soil water levels and no reuse.
Maximum possible storage of rain water falling in our premises and re-using the same for flushing and irrigation, surplus water to be used for percolation / infiltration.

The first option of 100% percolation / infiltration is possible only in the places where dry sub-soil aquifers are available so that the ground water table is recharged. This option
doesn’t give the immediate benefit of water to the society, but over a period of time maintains or increases the water table of the area.

Second option of storage of rain water and then re-using the same with suitable treatment is more advantageous in the present scenario where we are facing shortages of water. The
stored rain water can be re-used for air-conditioning, flushing and irrigation. In this case, the initial rains are allowed to drain away in the harvesting well or city drainage so as to
clean the storm water network and achieve clearer and better quality of rain water for usage.

Depending upon the space availability and as mentioned in EC, we are proposing rain water harvesting tank for WIng Also, there are 14 nos. of RWH Pits for whole plot

Refer following table for Rain water harvesting tank capacity calculation.

FOR WING C1&C2

Design for Rain Water Harvesting Tank has been done by following parameters:
Sr. No. Description Quantity Unit Total Unit
100% Rain water to be Stored in tank & reuse
A 100% storage
1 Rain Water available from Terraces

a) Area of hard paved Terraces (Wing C1 & C2) 1,726.00 sq.mt

Coefficient of Run off 0.90
Average Rainfall per day 42.00 mm/day
Total rain water available from terraces per day 65,243 lit/day
say 66 cum/Day
Considering 2 day storage 132 CUM

Proposed rain water tank 2.00 Nos

Volume of each tank 66 cum
Total volume of water retention in Rain water storage tank 132.00 CUM

3. G. Sanitary Fixtures and Water management system Fittings:

Being a high end project, the best quality fittings as approved by architect will be used.
Water saver taps, push type fittings for basins / sinks / urinals shall be used
Low volume dual flush cisterns shall be used to reduce water consumption.
CODES:

STANDARDS

IS : 325 Three phase induction motors

IS : 554 Dimensions for pipe threads where pressure tight joints are required on the threads.
IS : 779 Specification for water meters (domestic type)

IS : 1172 Code of basic requirements for water supply drainage and sanitation

IS : 1367 (Part- 1) Technical supply conditions for threaded steel fasteners : Part 1 introduction and general information.

IS : 1367 (Part- 2) Technical supply conditions for threaded steel fasteners: Part 2 product grades and tolerances.

IS : 1726 Specification for cast iron manhole covers and frames

IS : 1742 Code of practice for building drainage.

IS : 2064 Selection, installation and maintenance of sanitary appliances - Code of practice.

IS : 2065 Code of practice for water supply in buildings.

IS : 2104 Specification for water meter boxes (domestic type)

IS : 2373 Specification for water meters (bulk type)

IS : 2379 Color code for identification of pipe lines

IS : 2527 Code of practice for fixing rainwater gutters and down pipes for roof drainage.
IS : 3114 Code of practice for laying of cast iron pipes

IS : 4111 (Part 1) Code of practice for ancillary structures in sewerage system : Part 1 manholes
IS : 4127 Code of practice for laying glazed stoneware pipes.

IS : 4853 Recommended practice for radiographic inspection of fusion welded butt joints in steel pipes
IS : 5329 Code of practice for sanitary pipe work above ground for buildings.
IS : 5455 Cast iron steps for manholes.
IS : 6159 Recommended practice for design and fabrication of material prior to galvanizing
IS : 7558 Code of practice for domestic hot water installations

IS : 8321 Glossary of terms applicable to plumbing work

IS : 9668 Code of practice for provision and maintenance of water supplies and firefighting.

IS : 9842 Preformed fibrous pipe insulation

IS : 10221 Code of practice for coating and wrapping of underground mild steel pipelines
IS : 10234 Recommendations for general pipeline welding.

IS : 10446 Glossary of terms relating to water supply and sanitation.

IS : 11149 Rubber Gaskets

IS : 11790 Code of practice for preparation of butt-welding ends for pipes, valves, flanges and fittings.
IS : 12183 (Part 1) Code of practice for plumbing in multistoreyed buildings : Part 1 Water supply
IS : 12251 Code of practice for drainage of building basements

IS : 5572 Code of practice for sanitary pipe work

IS : 6700 Specification for design, installation, testing and maintenance of services supplying water for domestic use within buildings and their
curtilages.
IS : 8301 Code of practice for building drainage

BSEN : 274 Sanitary tap ware, waste fittings for basins, bidets and baths. General technical specifications.
HVAC
1.1 Design Objectives
• To evolve sustainable and energy efficient design and engineering of HVAC system.

• To develop and engineer integrated and cost effective building intelligence system.

1.2 General Requirements

• Air conditioning & Ventilation systems to be designed & installed in accordance with the latest recommendations of ASHRAE and in confirmation with the latest International
Building code, all local and National codes and the requirement of agencies exercising jurisdiction over work at the project.

• All piping systems shall be complete with hangers, anchors, guides, valves, insulation, etc.

• All duct systems shall be complete with hangers, volume dampers, fire dampers, smoke dampers, filters, diffusers, grilles, registers, insulation, etc.

• All equipment shall be complete with vibration isolation, starters, control wiring, painting, insulation, etc.

• All systems shall be fully tested and balanced.

• The entire installations, commissioning and performance evaluation procedures shall be predetermined and documented.

2.0 Design Criteria

The systems provided for this project shall meet the following parameters while satisfying all local design weather conditions and code requirements.
➢ Inside Design : 23°C (±2 C) / Not more than 60% RH
➢ Lobby Inside Design : 27°C (±2 C) / Not more than 60% RH
➢ Ventilation Rate for Air conditioning : ASHRAE 62.1 standard 2010+30% Higher
➢ Ventilation Rate for Mechanical Areas :
STP : 30 ACH (over Processing Area)
DG & Substation : Naturally Ventilated
Car Parking Ventilation : 6 ACH for Normal Condition & 12 ACH for fire condition
Pump Room : 15 ACH
Meter room, & Panel room : 12 ACH
Elevator Machine Room : As per equipment Operating Parameters
Kitchen : 600 CFM per hood at apartment level
Toilet Exhaust : 50 CFM per toilet at apartment level
OWC Room : 12 ACPH
DESIGN PHILOSOPHY
AC system

1. One to one SPLIT AIR CONDITIONING SYSTEM

Indoor spaces will have hi-wall mounted type indoor unit. Each of these indoor units will be connected to a separate of outdoor units through refrigerant and communication cables.
❖ Indoor spaces will have hi-wall mounted type indoor unit suiting to interior requirements having fan, coil and filter housed in a cabinet. All these indoor units will be connected to a
group of outdoor units through refrigerant and communication cables.

❖ High quality refrigerant joints Refrigerant piping and cabling will be laid from the finalized ODU and IDU LOCATION.

2. Ventilation Systems

CAR PARKING VENTILATION SYSTEM:

• The mechanical Ventilation systems are being considered to be designed for removal of heat and provide
moderate dust free working environment for car parking areas while most importantly it has To carry out
the function of smoke extract in case of fire.
• The system for car parking ventilation shall consist of axial type fresh air fans**/ Exhaust air fans, multiple
in numbers to operate as per the requirement.
• *The system shall be working for dual application in a way that during normal operations part of the fans
shall be operational based on the CO sensor while in case of fire all the fans shall be made operational
depending upon input from the fire panel and fire zoning.
• *All the fans shall be fire rated and selected to be used for smoke temperature of 250 deg.c for period of 2
hour.
• Car parking areas planned for manual stacked car parking shall be planned for 6 air changes/hr for normal ventilation and 12 air changes/hr for fire conditions.
• The car parking areas shall also be provided with jet fans to induce directional flow control of air over the parking areas.
• The location of jet fans shall be determined based on the CFD analysis and numbers will be based on the velocity restrictions.
• Jet fans also shall be suitable for fire rating with smoke temperature of 250 deg.c for period of 2 Hours.
• The mechanical ventilation fans are being envisaged to be installed at respective fan locations shafts running from basement to grade level. The exhaust from such fans shall be
ducted or taken through shafts at grade level.
Mechanical Ventilation System for Common Areas:
• The mechanical Ventilation systems are being considered to be designed for removal of heat and provide moderate dust free working environment.
• The systems are designed based on the adequate no. of air changes per hour however areas with higher heat dissipation could be considered for designing with restricted
temperature rise over ambient temperature.
• The special emphasis is given to mechanical ventilation of STP pump room area with higher air changes per hour.
Lobby Pressurization (Below Ground & Fire man’s lift lobby for above level)
• All lobby shall be pressurized in event of fire since cross ventilation is not possible, positive pressure of 25 Pascal to be maintain in lobby which is affected by fire. Fans for lobby
pressurization are located at each Services floor & terrace floor level. The lobby on the floor where the fire has occurred will pressurized by lift lobby pressurization fan. Lift lobby
pressurization will maintain the following conditions.
• 30 Pressure across all closed on the lift lobby
• Air Flow velocity of 1m/sec across open doors leading into the lift lobby comprising a maximum 2 double door leading into the lift lobby.
Staircase Pressurization
• All the internal stair cases are proposed to be pressurized as per NBC norms
• Fans will be provided for each staircase and the fan will operate in a fire condition, and will be located at B1, Podium, Service floor & terrace level adjacent to the stairwell.
• Stair pressurization will maintain the following conditions
• 50 P pressure across doors on the staircase
• An Air flow velocity of 1 m/sec across 2 open single doors.
• Stairwell in the building will be pressurized and the stairwell pressurization fans will be activated by the fire alarm control panel. Pressure relief dampers of a counter
Weight type will be provided at the top level, to relieve the stairwell of excess pressure with a set point of 50Pa.
Lift well Pressurization
• Fan will be provided for lift well pressurization, and the fan will operate in a fire condition, and will be located at service floors & roof level adjacent to the lift.
• Lift well pressurization will maintain the following conditions
• 50 P pressure across doors on the staircase
• An Air flow velocity of 1 m/sec across 1 open single doors.
• Liftwell pressurization fans will be activated by the fire alarm control panel. A vent will be provided at the top level, to relieve the liftwell of excess pressure with a set point of
50Pa.
STANDARDS & CODES
Following STANDARDS & CODES will be applicable for the project
1. ANSI/ASHRAE STANDARD 34-2001 : Number designation & safety classification of refrigerants
2. ANSI/ASHRAE STANDARD 41.1-86-2001 : Measurements guide
3. ARI 110-2002 : Air conditioning & refrigerating equipment nameplate voltages
4. ASHRAE 1991 : Terminology of Heating Ventilation Air conditioning & Refrigeration.
5. ASME STANDARD PTC 19.2-1987 PART II : Instruments & apparatus pressure measurements
6. IEC STANDARD 60038 : IEC Standard voltages
7. ISA STANDARD RP 31.1 : Recommended Practice, Specification, Installation,& Calibration of Flow meters
8. SMACNA-1990 : HVAC Systems-Duct Design
9. SMACNA- 1985 : HVAC air duct leakage test manual
10. SMACNA- 1985 : HVAC duct construction standards-Metal & flexible I edition
13. SMACNA-1989 : HVAC duct system inspection guide
14. SMACNA- 1989 : Rectangular industries duct construction
15. SMACNA- 1977 : Round industries duct construction
16. ANSI/ASHRAE/52.1-1992 : Gravimetric & Duct spot procedure for testing air Cleaning devices used in general ventilation for removing
particulate matter
17. BS 6540, Part 1 : Methods of test for atmospheric dust spot efficiency & synthetic dust weight arrestance
18. ANSI/ASHRAE 55-1992 : Thermal environmental conditions for human occupancy
19. CTI-ATC 105-1990 : Acceptance test code for water cooling WIngs, Mechanical draft, natural draft, fan assistant type
evaluation of results and thermaltesting of results and thermaltesting of wet and dry cooling WIngs.
(1990)
20. CTI-ATC 128-1981 : Code of measurement of sound from water cooling WIngs
21. SMACNA 1984 : Energy conservation guidelines
22. SMACNA 1991 : Energy recovery equipment and Systems, air to air
23. ANSI/ASHRAE-51-1985 : Laboratory methods for testing fans for rating
ANSI/AMCA-210-1985
 24. ANSI-UL-555-1990 : Fire dampers
25. NFPA : Fire protection hand book 17th edition
26. TEMA 1988 : Standards of tubular exchanger manufacturers association 7th edition
27. ASME/ANSI B-31.5/1987 : Refrigeration piping
28. ANSI/ASME A-13.1/1981 (R 1985) : Scheme for identification of piping system
29. ANSI/ASHRAE 34-1992 : Number designation and safety classification of refrigerants
30. ASHRAE : Refrigeration oil
31. ANSI/UL/1963-1991 : Refrigerant recovery recycling equipment, 1989
32. ANSI/ASHRAE/111-1988 : Practices for measurement, testing and balancing of Building, heating, ventilation, air conditioning and
refrigeration system.
33. SMACNA : HVAC Systems- Testing, adjusting and balancing
34. ANSI/ASHRAE 62-1989 : Ventilation for acceptance indoor air quality and balancing, 1983
35. ASHRAE 90-1-1989 : Energy Efficient Design of New Buildings except low rise residential buildings
36. ASHRAE 15-1994 : Safety code for Mechanical Refrigeration
37. ASHRAE 100-1989 : Guideline 1-1989 –Commissioning of HVAC systems.
FIRE FIGHTING
Introduction
The purpose of this report is to provide the client and the design team with an appreciation of the key fire safety provisions necessary within the WING at this stage in the
development’s design. This report will also subsequently be used for submission to the Chief Fire Officer (CFO) for his consideration when issuing a No Objection Certificate (NOC) for
the project.

The overall fire safety concepts for the WING described within this report will deal with the means of escape strategy within the WIng and the interaction with the physical fire safety
features proposed within the WING, such as Compartmentation and fire separation. In addition to these elements, the active fire safety features, such as sprinkler protection and
smoke control, will be introduced along with the WING’s proposed fire-fighting strategy.

Design Assumptions and Fire Safety Systems Design Criteria

The basic parameters for the fire safety design of RESIDENTIAL WING will be therefore be the following local fire safety codes;
• National Building Code of India, Volume 1, Part IV Fire & Life Safety 2016
• Practicing Engineers Architects and Town Planners Association (India) in Association with Fire Brigade Handbook on Fire Safety in High Rise and Special Type WINGs 1999
Fire safety systems within the WING will be designed to a selection of appropriate standards as indicated below:
Fire Alarm System NFPA 72, National Fire Alarm Code, 2002 Ed & CFO

Sprinkler System As per NBC, IS 15105 & CFO

Stand pipe and hose reel system As per NBC 2016

Portable Fire Extinguishers As per NBC 2016

Emergency Lighting As per NBC 2016

Fire resistance of elements As per NBC 2016

Fire Service Access & Facilities As per NBC 2016

Fire-fighting Lifts As per NBC 2016

Car Park Ventilation As per NBC 2016

WING Classification
In accordance with Ref [1], RESIDENTIAL WING will be classified as Group A ‘residential’. The WING will comprise residential use flats.
The car park elements of the scheme are shared between different uses and are therefore not ancillary to any one particular use. As such, this area of the WING forms a separate
classification in its own right and is categorized as Group H ‘storage’.
Fire Safety Approvals Process
In order to gain local approval of the fire safety design of the WING, the following procedure requires to be followed via the local architects;
The DC Regulations 1991 (Rule 43), require that the development must obtain a Clearance/No Objection Certificate (NOC) from The Chief Fire Officer (CFO).
The procedure to obtain Clearance/NOC is essentially divided into two stages;
Stage I: Pre-construction
Pending
Stage II: Post Construction Final NOC from CFO
Following the construction of the WING, and all the requirements of the NOC being complied with, the CFO should be approached for Final NOC. The premises will be inspected by
the Fire Brigade to ensure compliance with the previously agreed requirements.
Note: The Department will not issue an Occupation Certificate for the WING without the Final NOC from the CFO.
It is to be noted that the project’s local architects/engineer will make the relevant application to the CFO.
Fire Safety Systems
Firefighting tank requirement
LAVALINWING C1 & C2 - FIRE FIGHTING TANK CALCULATION
FOR UG FF TANK (COMMON FOR WING C1 & C2) FOR OH FF TANK (COMMON FOR WING C1 & C2)
A As per NBC-2016, Volume-I, Part-IV Fire & Life Safety, Table-07 D As per NBC-2016, Volume-I, Part-IV Fire & Life Safety, Annex E High Rise Buildings
Capacity for Underground Firefighting tank required for The static water storage tank located at such levels shall have capacity at minimum half
200
Residential Building above 60 mtr in height (Cumtr) of the storage of underground tank prescribed in Table 7.
Hence Overhead firefighting tank considered in (Cumtr) 175
B Calculation for Water Curtain
Maximum no of water curtain Nozzles in a compartment 30 FOR INTERMEDIATE LVL FF TANK (COMMON FOR WING C1 & C2)
Flow through each nozzle Q in LPM K√P E As per CFO NOC, OHT to be provided on each staircase shall be 50000 litre
30√3 We are proposing complete FF pumps in terrace and are providing intermediate tank
.5 just for Booster pump for lower section
Q in LPM 56 Hence are providing the Tank in Cumtr 50
Total Flow required Qr in LPM 1684
Pump Flow selected Qs in LPM 1800
For 1 Hour Operations in Cumtr 108
A+B Total Tank Capacity calculated in Cumtr 308
C As per CFO NOC 350
Maximum of the two considered in Cumtr 350
The requirement of Under Ground tank is 350000 Litres at Basement level, Intermediate lvl tank is 50000 Litres and Overhead tank is 175000 Litres.

Sprinkler Protection
The building will be protected throughout (inc. basement levels) by an approved and supervised automatic sprinkler system, to be designed and installed in accordance with IS
15105.
Underground water tank for Hydrant & Sprinkler System shall be provided. A Siamese connection will be provided near all Fire Department vehicle set down areas.
Rooms containing other types of electrical equipment should be sprinkler protected or provided with an alternative fire suppression system. Such alternative fire suppression
systems should be installed in accordance with the appropriate standard.

Sprinkler Areas covered

Areas Covered Temperature Rating Sprinkler Type Response
Mechanical Room 68°C Pendent Standard
Apartment 68°C Combination of Side Wall & Pendent Standard
Apartment Kitchen 79°C Side Wall Standard
Lobby 68°C Concealed Standard
Parking area 68°C Combination of Side Wall & Pendent Standard
Podium perimeter 68°C Water curtain nozzles Standard

External Fire Hydrants

A private ring main, containing external fire hydrants, will be provided in the area immediately surrounding the WING for use by the Fire Service upon their attendance at an incident.
Internal Fire mains (Standpipe System)
Internal fire mains will be provided within the WING to assist in fire-fighting operations for both the above and below ground floors (ie. from the lowest to the highest storey within
the WING). The system will be provided as per NBC 2016 and any additional requirements as defined by the CFO.
The system will be provided with outlets within every escape stair enclosure (or protected lobby associated with each escape stair enclosure).

Pumping System shall be as per the following.

At Basement pump Room (Common for Both Wing C1 & C2)
- 2850 LPM Electrical Driven Main Pump for Hydrant System.
- 2850 LPM Electrical Driven Main Pump for Hydrant System-2 (Required since Hydrant count is more than 100: As per NBC-2016).
- 2850 LPM Electrical Driven Main Pump for Sprinkler System.
- 2850 LPM Diesel Engine driven Main standby Pump common for both Hydrant & Sprinkler System.
- 180 LPM Electrical Driven Jockey Pump for Hydrant System.
- 180 LPM Electrical Driven Jockey Pump for Sprinkler System.
- 1800 LPM Electrical Driven Water Curtain Pump for Podium parking
- 2850 LPM Electrical Driven Firefighting transfer pump for Service floor tank filling (1W+1S).
At Intermediate Service floor Pump Room (Common for Both Wing C1 & C2)
- 900 LPM Electrical Driven Booster Pump (1W+1S).
- 2850 LPM Electrical Driven Firefighting transfer pump for Terrace tank filling (1W+1S).

At Terrace pump Room (Common for Both Wing C1 & C2)

- 2850 LPM Electrical Driven Main Pump for Hydrant System.
- 2850 LPM Electrical Driven Main Pump for Sprinkler System.
- 2850 LPM Electrical driven Main Pump common for both Hydrant & Sprinkler System.
- 180 LPM Electrical Driven Jockey Pump for Hydrant System.
- 180 LPM Electrical Driven Jockey Pump for Sprinkler System.

Hose Reel System

A hose reel system will be installed within the WING such that every part of the floor area is within 36.5 meters of a hose reel. The hose reels will be provided within either the
protected stair enclosure, or the associated protected lobby, within a recessed area such that its presence does not reduce the effective width of the escape route. The provision of a
hose reel system within the WING is predominately for use by the WING's occupants (prior to fire brigade arrival) and not for use by fire-fighters who will use their own
hoses/equipment and the wet rising main provided in the fire-fighting lobby.

Fire Extinguishers
Portable fire extinguishers are to be provided throughout all areas of the WINGS in accordance to CFO NOC.
In our project ABC type & CO2 type extinguisher shall be used in Typical as well as Parking floors.

Fire Trace system for Panels.

As per NBC 2016 Electrical distribution panel and lift panels shall be provided with CO2/inert gas flooding system for all panel compartments with a cylinder located beside the panel.

These systems has linear detection tubing which is installed throughout the panels and cableways. This tubing can not only quickly and accurately detect a fire but also suppress it
before it can damage adjacent components.

These systems do not need complex electronic detectors or panels and operate simply using pneumatics.

This alleviates the need for separate power supplies or battery backups and also makes the entire system fail safe with minimal moving parts. Electrical fire suppression systems use
the detection tubing which is installed throughout the enclosure and connected to the cylinder valve. The tubing is then charged with nitrogen and this pressure is utilized to hold
back the extinguishant in the cylinder.

Should a high temperature or fire occur then the pressurized tubing will burst and the extinguishant will be deployed directly from the burst hole onto the fire.

This effectively means the fire has formed the discharge nozzle so it is always exactly in the right location.
A switch is also added to the system and is held closed by the pressure. Should the tubing burst or the pressure be lost for any reason then the switch will open and this signal can be
used to isolate the power and raise an alarm.

Fire Alarm & Detection

Public areas and passages of the WING will be provided with a fully addressable automatic fire detection system and an emergency voice alarm/communication system or evacuation
sounders as appropriate. The design, installation and testing of the system should be in accordance with NFPA / NBC and will meet the criteria specified for high-rise WINGs.

The system will be designed to sound the alarm on the floors that require evacuation.

Backup Power Supplies

An alternative source of LV/HV power will be provided from either two separate sub-stations or a diesel generator of adequate capacity for all necessary life safety & fire-fighting
systems.

Smoke Ventilation to Lifts

All lift shafts will be provided with permanent vents at the head with a minimum clear area of 0.2 m2 and will open into pressurized lobbies.

Fire Service Access & Facilities

Fire Fighting Philosophy

The philosophy to be adopted for fire-fighting within the WING will be such that sufficient internal provisions are included within the design in order that a ‘relatively’ safe
environment within the WING can be created, in an area located near the floor of fire origin, such that fire-fighting activities can all take place internally and that external fire-fighting
is not considered necessary.

Perimeter/External Access

For WIngs, require that an open space/courtyard be provided around the entire perimeter of the WING, a minimum of 8 m on either side, to allow sufficient Fire Service vehicle
access to the WING (this may however be Confirmed as per the requirement of CFO).

The necessity for vehicle access round all sides of the WING is based upon the presumption that the Fire Service expect to be able to fight a fire from outside the WING as well as
internally.

However, the fighting strategy for the Wing is that All fire-fighting will occur from within the WING (i.e. from the fire-fighting shaft using the wet rising mains etc.). This is the
preferred strategy as it is consistent for all fire locations within the WING. The largest fire appliance that the Fire Service have available to them has a maximum working height of
60m and therefore the vast proportion of the WING is always outside the reach of their tallest fire service vehicle. As such, fires above 60m (even if perimeter access was provided
around all sides as per the code) would have to be fought from within the WING. As a consequence, a more simplified approach will be adopted whereby good internal fire-fighting
facilities will be provided and fires will always be controlled from within the WING (irrespective of the height of the fire floor above ground level).

Where access to the site for the Fire Service is provided, the minimum width of any gate will be 6m and any entrance canopy/archway will be a minimum of 4.5m in height. The open
space at the entrance to the WING will be paved up to a minimum of 6m from the WING and the paving will be capable to supporting the weight of the a Fire Appliances up to 48
metric tons with a point load of 10kgs. Per cm2. The paved space will be free of obstructions and motor able.

Emergency Lighting

Emergency lighting will be provided throughout the WING in accordance with NBC. The lighting will be powered from a source independent on that for the WING’s normal lighting
capable of continuous operation for a minimum duration of 90 minutes.

The lighting will be positioned such that it clearly indicates all escape routes within the WING to allow the safe movement of people in an emergency as well as providing illumination
to all appropriate fire safety equipment. Emergency lighting will be sited to cover the following locations;

❖ Near each intersection of corridors

❖ At each exit door
❖ Near each staircase so that each flight of the stairs receives direct light
❖ Near any fire-fighting equipment (eg. fire extinguishers/hoes reels etc.)

Note: ‘Near’ is taken to be within 2m (measured horizontally)

The horizontal luminance at floor level on the center line of an escape route will be at least 10 lux. For escape routes up to 2m in width, 50% of the route will be lit to a minimum of 5
lux.

Fire Stop Systems

The following areas / services to be minimally provided the passive fire protection system.
The cable ducts shall be sealed at every floor with noncombustible materials having the same fire resistances the fire eating of the duct.
The removable cover in the floors and the access panels shall be of the same strength of the fire rating as the floor and walls.
Every vertical openings between the floors of a WING shall be suitably enclosed or protected as necessary to provide reasonable safety to the occupants while using the means of
egress by preventing spreads of fire, smoke, or flames through vertical openings from floor, thus allowing occupants to complete their safe use of the means of egress.
Fire Doors
Door Location Fire Resistance Rating (hours)
Staircase, protected lobby & refuge doors 2 hours
Corridors doors 2 hours
Lift Enclosures Landing Doors 1 hour
Car Doors 1 hour
Basement Doors 2 hours
Service Ducts/Risers Doors 2 hours
Switchgear & Generator Room Doors 2 hours
Transformer 4 hours
FIRE ALARM & VOICE EVACUATION SYSTEM
ADDRESSABLE FIRE ALARM SYSTEM

A fully addressable, intelligent Fire Alarm system shall be deployed in this project. The system shall be with integral voice evacuation system for programmed and efficient
notification to the occupants of the Premises.

The basic system specification is as per NFPA and National Building Code 2016.

Fire Alarm Components:-

- Main Fire Alarm

➢ Devices like
 Heat Detectors
 Mutlisensor Detectors
 Manual Call Point
 Control Module
 Monitor Module
 Isolator Module
 Speakers/ Speakers cum Strobe
 Hooter cum Strobe
 Directional sounders
 Digital Amplifiers
 Panic Bars
 Firefighting telephone jacks.

Each sub-system shall be fully interfaced with each other & the entire system shall be designed so that a fault in any system module, component or assembly shall not render the
entire system disabled.
System Description

The fire alarm system shall be intelligent analogue addressable type and same systems shall be networked with a BMS system either on the Software, or a Hardwired interface. The
Main Networked Addressable fire alarm panel shall be kept in the BMS Room Networked Repeater Fire alarm panel with Digital voice command center shall be kept in the Security
area / Security post.

The Fire Alarm shall have Integral Voice Evacuation system & Digital Amplifiers fitted in the fire alarm panel. The evacuation message shall be sequenced to enable phased evacuation
of the facility, following initial investigation by the Facility Management staff/safety officers.

Fire alarm system shall be provided with suitably rated battery backup facilities. The batteries shall be capable of powering the complete system for a period of at least 24 hours in
normal operation, & shall be capable to support the system operation during a full fire condition for a period of 30 Minutes.

Evacuation system for the entire premises: The system will combine all the essential EVAC functionality- such as system supervision, spare amplifier switching, speaker line
surveillance, digital message management etc. While the basic purpose of automatic Voice Evacuation System shall be for automated and pre-programmed evacuation, it shall
support Emergency Manual voice Broadcast on a higher priority.

Codes and Standards

1. Standards will include but not limited to the following:
a. NFPA 72
b. NFPA 101
c. NFPA 2001
d. NBC 2016
e. Local CFO NOC
2. Shall comply with applicable National, State, and/or local Building code recognized at time of installation.
3. Shall comply with NFPA 101, 70, 72 fire alarm installation standard recognized at time of installation.
4. Installation shall comply with requirements of Local Authority Having Jurisdiction

Detector and Devices

Analogue Addressable Fire Alarm Panel
The control panel(s) shall be a micro-processor based networked system designed specifically for fire, one-way audio communications, and smoke control, extinguishing agent
releasing system if necessitated, with integration modules for BMS or any third party control /annunciation. Panel shall be with Digital Audio amplifier and shall be capable of
supervision of all the speaker circuits.The fire Panel shall also be fitted With Digital Voice Command Centre for 2 way Fire Fighters Communication System; and Amplifiers as required
for 2 way, multichannel audio communication on the Fire-fighters Telephone system.

The Fire Alarm Control panel shall be UL listed.

Analogue Addressable Multi sensor (Photo + Thermal)

Analogue Addressable multi sensor shall detect thermal and optical smoldering smoke in that particular area and respond to fire alarm panel.
Analogue Addressable Multi sensor shall be provided in individual flats, lobby areas at Ceiling void, Room Void & Floor void (where floor void is available more than 200mm,) as
applicable.
Analogue Addressable Heat Detector
Analogue Addressable Heat detector shall be Rate of Rise cum Fixed
Temperature detector & shall be provided in the Car parking & Pantry / Kitchen
Areas.
The Heat detector shall be complete with MS Powder coated Junction Box for
Mounting on Surface / on False Ceiling / Below False Floor as per site
Requirement.
Detector Spacing shall be in line with NFPA 72 / IS 2189 requirements, but shall
Not exceed 5.3 meters between two detectors.

Manual Call Stations

Manual call point shall be installed or mounted near the emergency exit doors, and working areas, to allow for ease of operation during emergency conditions. It shall be a dual
operation type. The citing for manual call/pull station shall such that one need not travel more than 30 meters to access a MCP. Manual call point shall be fixed at 1.2 to 1.5 meters
from finished floor level for operational efficiency.

Hooter cum Strobes

Ceiling mounted Hooter cum Strobes shall be provided in all areas as per code requirements.
Exclusive cabling from Monitored PSU of Fire Alarm Panel, looped to Notification appliances, programmed through Control Modules.
Hooter Sound Pressure level shall meet the requirements in line with NFPA-72, 2010 edition, section 18.4.3, 18.4.4, and 18.4.5.
The Strobes intensity shall be in line with the NFPA 72 requirement, and the Hooter cum strobe shall be placed in such a fashion that there shall be no area blind to the light being
emitted by the strobe on an open floor plate.

Analogue Addressable Control Module:

Addressable Control Modules shall be used for interface with, Access Control, HVAC/Electrical Trip, and Hooters as per a logic which shall be defined during detailed Engineering.

Analogue Addressable Monitor Module:

Addressable Monitor Modules shall be provided for Monitoring of Third Party Systems, such as Panic Bar, sprinkler flow switch.

Response Indicator
Response Indicators shall be provided for tracking conditions of above ceiling void detectors and below false floor detectors.
Short Circuit Isolators
The Isolator shall be designed to provide protection against short circuit faults on Analogue Addressable system loop. The isolator shall be fixed between every 20 Detectors. The
isolator shall protect the loop in the event of a short circuit by disconnecting the section of the loop where the short circuit shall occur. After rectifying the fault the isolator shall
reconnect the affected part of the System.

Voice Communication System

Audio amplifiers shall be sized to provide ½ Watt minimum per attached audio speaker. Each audio amplifier shall have 20% minimum spare capacity when attached to the speakers
necessary to meet audio requirements.

FACP shall incorporate a spare automatic backup audio amplifier equal in size to the largest individual amplifier.

The Emergency evacuation system shall minimally provide with the following:

- Automatic zoned evacuation system synchronized with the fire alarm system operating parameters, with automatic reporting

- One way voice communication system using speakers

- The emergency evacuation system shall be autonomous from all other systems requiring a dedicated amplifier, dual circuit line & speaker
network. Alternatively, and with prior Approval by the authorities having

Jurisdiction over the project, the emergency Evacuation system may be integrated with a back ground music system

- Speaker system shall prevail over background music or other non- essential transmissions.

- Automatic broadcast of pre-recorded alert & evacuation messages minimally in local & English language with microphone input for live voice manual override.

All speakers in any zone or any group of zones shall be selectable by manual control switches.

- All audio sources in an affected zone shall to be overridden by the alert and /or evacuation message.

- The system shall allow simultaneous transmission of an alert message to one zone, a voice message to another zone & an evacuation message to another

- The system shall have as many channels as there are zones. A minimum of 3 channels shall be supplied: an ALERT channel, an EVAC channel & a PAGE channel.

- The emergency evacuation & voice alarm system amplification equipment shall to be sized to accommodate the total quantity of speakers for each channel plus 20% spare reserve
capacity in each channel.
Digital Voice Communication system

The DVC shall have an Integrated 8 or more Channel Digital Audio Command Centre with a capacity to connect up to 32 Digital Audio Amplifiers distributed across various floors of
the building on a Digital Audio Loop with zone control function and other accessories required to complete the system. DVC shall be capable to select any zone to relay voice
evacuation message from the fire command station.

Speaker/Speaker cum Flashers (Speaker cum strobe)

Speaker cum Flashers shall be located at all exits, and in all areas as per code requirements. Sound Pressure levels and the guidelines provided by NFPA 72 shall be used for citing of
Audio Speakers and Speaker Strobes.

Exclusive cabling for Notification appliances, from Monitored PSU of Fire Alarm Panel, looped to Notification appliances, and programmed through Control Modules, in line with
NFPA 72 requirements.

Exclusive cabling from Monitored PSU of Fire Alarm Panel, looped to Notification appliances, programmed through Control Modules.
Sound Pressure level shall meet the requirements in line with NFPA-72, 2010 edition, section 18.4.3, 18.4.4, and 18.4.5.

The Strobes intensity shall be in line with the NFPA 72 requirement, and the speaker cum strobe shall be placed in such a fashion that there shall be no area blind to the light being
emitted by the strobe on an open floor plate.

Strobe shall be combined into one unit with speakers (or horns) where appropriate. Speaker cum Flashers shall be located at all exits, and as per code requirements.
Exclusive cabling from Monitored PSU of Fire Alarm Panel, looped to Notification appliances, programmed through Control Modules.

Speakers
Speaker shall be white, have a sealed back, metal grill, with multiple wattage taps including ¼, ½, 1 watt, and 2 watts at 25 volts, and multiple candela taps including 15, 30, 75, or
110.
Speaker shall be provided at all locations in all the Area as per design requirement, mounted on Ceiling / Wall.
- Strobes (Visual Alarm) Visual alarm signal shall operate at 24 volts DC and be equipped with a Xenon strobe flashing light and multiple candela taps including 15, 30, 75, or 110.
Flashers shall be combined into one unit with speakers (or horns) where appropriate.

Directional Sounders
Directional Sounders with 20Hz to 20 KHz operating frequency with minimum 8 distinct sound patterns is placed near fire exit door to indicate Exit doors and direct occupants for
safe and fast evacuation.

Firefighter Telephone Jack with Telephone handset

Firefighter Jacks and Telephone handset shall be available on all floor staircase landings in a flush mount enclosure, for use by the Fie Fighting team in case of a fire emergency.
Power Supply
The Addressable Fire Alarm Panel shall operate on 120/240 VAC, 50/60 Hz, and shall be provided with necessary UPS power.

Further, the System shall allow for use of Listed, Field mounted Addressable and Monitored Power Supply units, if required.

System Interfaces
Fire Alarm shall have several Third Party interfaces through the Control Modules and Monitor Modules to achieve the Following minimum functionalities:
- Monitoring the status of the Flow Switches
- Tripping of Electrical panels in case of fire
- Monitoring Panic Bar on Fire alarm Panel.
- The Fire Alarm system shall also be interfaced with BMS system through Soft and hard wired integration.

Panic Bar
Panic Bar, push to open type with auxiliary PF contact, Panic Bar shall be provided to each fire exit door, or as per client’s requirement. In case of emergency Panic bar shall able to
open from outside with key. Panic bar shall be monitored on the Fire alarm system by using Monitor Module.

Cables and Conduits

Fire Alarm & Detection system circuit cable shall be 2 Core x 1.5 mm, Multistranded AT Copper, Fire Survival, Zero Halogen Low Smoke Armoured cable, RED in Colour, laid on surface
with GI saddle-spacers every 0.3 meters. Complete with GI Junction Box, lugs, cable compression glands, cable tags and Ferruling.

Fire Alarm & Detection system communication cable (Panel to Panel) shall be 2 twisted pair x 1.5 mm, Fire Survival, Zero Halogen Low Smoke Armoured cable, RED in Colour, laid on
surface with saddle-spacers every 0.3 meters. Complete with Junction Box, lugs, cable compression glands, cable tags and Ferruling.
ACCESS CONTROL SYSTEMS
System Description

Access control system consisting of intelligent controllers, proximity card readers, power supplies, proximity cards, and all associated accessories to make a fully operational Access
control system.

Contactless Proximity Card based Access control system, Controller, Readers and Magnetic Lock cabling to be deployed.

New Access Control Software shall be provided by the selected vendor and same shall be installed in the Access PC Provided by Vendor at site. Controllers shall be mapped in to
Access control software installed in the Access PC Provided at site.

Door considered with Access Control System

• Main Entry & Exits.

• Confidential Areas.

• Or as per client requirements.

Entry & Exit to the restricted area shall be by showing a proximity card near the proximity Card reader for Security person and other premises related person.

The system shall monitor the status of the doors through contacts which shall be inbuilt in the EM Lock.

The system components shall be of modular design to allow ease of installation, service, future expansion, up-grades and additions to the system.

Access controller
The Access Controller shall be Two Reader / Four Reader Microprocessor based intelligent door controller with TCP/IP connectivity.
It shall require UPS Power of 24 VDC @ 700mA, and shall be complete with Battery Charger and Battery.

The Access Controllers shall be kept as per site requirements.

Access Card Spec

Standard 26 bit proximity card, ISO thickness Proximity Cards shall be used.

Proximity Card Reader

Proximity card readers as per specification suitable for mounting on metal surface/metal frames or wooden frames wall or as required based on site conditions including all
accessories.

Access Door Electromagnetic Lock

The Installation shall use Feedback type EM Locks, 600 Lbs. rating holding force, with LED Indicators.
The Supply shall be complete with L/Z Bracket or U Bracket, and all mounting accessories. The EM Locks shall be UL Listed.
Emergency Break Glass
Door will have break class for emergency exit. The EBG shall be wired in series to the power supply circuit of the EM Locks.

Cables
8 c x 0.75 Sq.mm / 4 c x 0.75 Sq.mm Armoured AB Copper flexible Cable, PVC insulated, shielded PVC Sheathed layed with fittings & G.I Supports at 0.3mtr.

8 C x 0.75 Sq.mm cable used for Card Readers, from Controller to Card Readers

4 C x 0.75 Sq.mm cable shall be used for Electromagnetic Lock & Emergency Break Glass units (EBG).

The EBG shall be wired in series to the power supply circuit of the EM Locks.

Armoured Cat-6 cable, laid on Surface with GI Saddle- Spacers , or in cable trays, or in GI Conduits as per site requirements, with required terminations as required with Cable tie`s &
Tags.
CCTV SURVEILLANCE SYSTEM
IP BASED CCTV SURVEILLANCE SYSTEM

IP Camera based CCTV system with the objective to provide High degree of Electronic Surveillance system shall be provided to the entire premises
The purpose shall be to monitor & supervise the entire area for security purposes, as well for audit Record and information to officials on unwanted, untoward incidents. It is also
essential to have recorded images to be stored at least for 30 days, of all critical area’s to facilitate investigations of a reported case.
All cameras/Servers (where database for all cameras shall be stored) shall be on an IP network, and shall be connected to 2 Layer & 3 Layer switches with independent IP Network
created by CCTV vendor.
As per Optimum Design Considerations, More than One server shall be share the load of camera recording, i.e., the Recording shall happen simultaneously on all the multiple servers
in regular course of operation.
However, in the event of failure of any one server, the “Floating" Failover Mechanism should come in to play; and any of the balance operational servers should take over the critical,
Pre-designated cameras from failed server.
Similarly synchronized copy of system configurationally database shall be kept on any two of the servers which should work in failover mode.
The Hardware required for the System including servers, workstations, monitors, networking components, cables, connectors, conduits, power supplies etc. shall be in vendor’s
scope.

GENERAL SCHEMATIC FOR IP BASED CCTV SURVEILLANCE SYSTEM

Given above is a schematic depiction of the IP CCTV System.

A digital camera “views” the scene in front of it, broadcasts the video images as a digitized signal over a LAN line (Local Area Network) where it’s then transmitted to a computer or
server. The server in turn manages all of this information. Depending upon the software used to manage the digital images; it can record, display or retransmit the images to any
monitoring station.
CAMERA
Video surveillance cameras shall be provided as follows shall enhance security by providing continuous monitoring of all parts of the premises.

Area Coverage:

1) Main Entry & Exits.

2) Basement areas.
3) Podium areas.
4) Critical areas.
5) Entrance Lobby of all wings
6) All Lift
7) External Building Areas.
8) Or as per clients requirements.

IP Dome camera

a. High Resolution IP Dome Fixed lens Camera

IP Dome Day/Night camera with 1/3" CCD/CMOS, Progressive Scan, HD720P, 1.0 MP Resolution, Dual H.264 streaming, 25 FPS, 4 mm fixed auto iris lens, 0.2 lux, Tamper detection,
3D Noise reduction, PoE & standard 12VDC/24VAC power input, indoor surface mount enclosure, UL Listed as per detailed specifications.

b. High Resolution IP Dome Varifocal lens Camera

IP Dome Day/Night camera with 1/3" CCD/CMOS, Progressive Scan, HD720P, 1.0 MP Resolution, Dual H.264 streaming, 25 FPS, 2.8mm to 12mm Varifocal auto iris lens, 0.2 lux,
Tamper detection, 3D Noise reduction, PoE & standard 12VDC/24VAC power input, indoor surface mount enclosure, UL Listed as per detailed specifications.

c. Indoor Application IP Fixed Box camera

IP Fixed Box camera with 1/3" CCD/CMOS, Progressive Scan, Day/Night, HD720P 1.0MP, Dual H.264 streaming, 25 FPS, 3mm-12mm Varifocal auto iris IR corrected megapixel lens,
0.05 lux Day/Night, Tamper detection, Wide dynamic Range, 3D Noise reduction, PoE & standard 12VDC/24VAC power input, UL Listed as per detailed specifications.

d. Outdoor Application IP Fixed Box camera

IP Fixed Box camera with 1/3" CCD/CMOS, Progressive Scan, Day/Night, HD720P 1.0 MP , Dual H.264 streaming, 25 FPS, 12.5mm-50mm Varifocal auto iris IR corrected megapixel
lens, 0.05 lux Day/Night, Tamper detection, Wide dynamic Range, 3D Noise reduction, PoE & standard 12VDC/24VAC power input, IP66 rated vandal resistant enclosure with built in
Heater and Blower, UL Listed as per detailed specifications.

e. Outdoor Application IP PTZ camera

IP PTZ camera with HD1080P 2.1MP Resolution, 20x optical zoom, Day/Night, Wide dynamic range, Dual H.264 streaming, 0.05 lux, Two way audio support, vandal resistant, 360°
continuous pan, -5° to +95° tilt, 256 preset, 4 tours, IP66 rated with built in heater and blower, Mounted on Wall/Pole as per site requirement (including required accessories), UL
listed as per detailed specifications.
Monitoring Of CCTV Cameras

Monitoring of CCTV Cameras shall be done in the BMS Room / Security Area or as per requirements.

SOFTWARES

Network Video Management Software expandable up to 200 cameras in Single Directory; Virtual Matrix capability; Audio capability, Maps and alarm management etc. Comprising of
Following Components:

Digital Video Management Base license

Camera connection licenses
Concurrent User licenses
Concurrent Admin Licenses

FAILOVER SYSTEM COMPATIBILITY

Failover Infrastructure support to enable full takeover of recording and database in case failure of any one of the server shall be designed and specified.

SERVER HARDWARE REQUIREMENT, TO BE PROVIDED BY CCTV VENDOR.

19" rack mount Server with a minimum of Intel Xeon 6 core processor at 2.6 GHz 12M Cache, 16 GB or more of RAM, Mirrored 2 x 500 GB 15kRPM 6Gbps Hard Disks for OS and CCTV
software; RAID 5 configured storage (Capacity to be worked out on finalizing Camera Quantities.) Dual Embedded Gigabit NICs. Windows2008 or Higher.

CLIENT PC HARDWARE REQUIREMENT

Client PC Hardware with a minimum of i7 Processor 3.2GHz, 4x1GB or more of RAM, 320GB Hard Disk , with Dual Monitor connectivity.
Latest Windows OS, DVD/RW, and NVidia Graphics Card, Joystick controller with all required accessories.

LAN SWITCHES SPECIFIC REQUIREMENT TO BE PROVIDED BY CCTV VENDOR

24 port layer 2 and 3 switch with 10/100/1000 POE Manage Switches with IP multicast snooping and data-driven IGMP support and with 1000baseT FO uplink ports and all related
termination accessories. (As per requirement)

It is proposed that the CCTV System shall be an end to end solution, complete with Active and Passive Networking Components, and a Network independent of the Main Building IT
Network.
Typical Schematic of CCTV System