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NATIONAL BUILDING CODE 2016
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NATIONAL BUILDING CODE OF INDIA
PART 4 FIRE AND LIFE SAFETY
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BUREAU OF INDIAN STANDARDSCONTENTS a
FOREWORD 3
1 scope 7 :
2 TERMINOLOGY 7 ‘
3. FIRE PREVENTION 2
4 LIFE SAFETY n
5 FIRE PROTECTION 2
6 ADDITIONAL OCCUPANCY WISE REQUIREMENTS + 58
ANNEXA CALORIFIC VALUES OF COMMON MATERIALS 68
ANNEX B.” BROAD CLASSIFICATION OF INDUSTRIAL OCCUPANCIES 9
IN TO DIFFERENT DEGREE OF HAZARD
ANNEX C AVAILABLE DATA REGARDING FIRE RESISTANCE RATING we
OF VARIOUS BUILDING COMPONENTS - Oo
ANNEX D GUIDELINES FOR FIRE DRILL AND EVACUATION 81
PROCEDURES FOR HIGH RISE BUILDINGS ‘
ANNEXE ADDITIONAL REQUIREMENTS FOR HIGH RISE BUILDINGS 87 r
ANNEXF ATRIUM 89
ANNEX G — COMMERCTAL KITCHENS 9 oo
ANNEXH CAR PARKING FACILITIES oa
ANNEX FIRE AND LIFE SAFETY REQUIREMENTS FOR METRO STATIONS __. 96 5
ANNEX K FIRE AND LIFE SAFETY REQUIREMENTS FOR METRO 103
TRAINWAYS
ANNEX M FIRE PROTECTION CONSIDERATIONS FOR VENTING IN 105
INDUSTRIAL BUILDINGS
LIST OF STANDARDS
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NATIONAL BUILDING CODE OF INDIA 2016 e“suonss Bulging Code Sectional Committee, CED 46 -
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FOREWORD
This Code (Part) deals with safety from fit. léspecifies the demarcation offre zones, restrictions on construction
of buildings in each fre zone, classification of buildings based on occupancy, types of building construction
According to fre resistance of the structural and non-structural cosiponents and other testrictions ang requirements
Code recognise danger to life from fire, smoke, fames or panic before the buildings can be evacuated, The
‘Code recognizes that safety of life is more than a matter of means of egress and accordingly deals with various
rats Which are considered essential to the safety of life, The Code therefore covers provisions relating t0
cr access, exit and exit discharge. It also covers
Provisions relating to five protection of buildings through portable and fixed fiefightins instanton
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Fare protection techniques have tobe based onthe fire behaviour charnctrisics of different ‘materials and structural
fire and life safety measures could be incorporated in the building design right from the beginning,
Absolute safety from fire is not attainable in practice. The objective of this Pat is to specify measures that will
provide that degree of safety from fire which can be reasonably achieved. The Code endearmnn to avoid
ced uments that might involve unreasonable hardships or unnecessary inconvenience or interference ‘with normal
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le bung coe anzy ofbuildings, but ints upon compliance with minimum standards of fie safety neon a
les building occupants and users. For ensuring compliance of fire protection equipment/installations to the laid down
¥ Mra gematements its desirable to use such equipmeat/nstallacon duly certified under the BIS Canaan
Marks Scheme,
a aaa pean AERO pe
srnie Providing guidelines for minimizing chances of ccurence offre through passive fire protection measures,
{his Patt does not intend to cover all aspects of general fte prevention inchuding sources of, ‘ignition. Nor does it
Cover the provention of accidental personal injuries during the course of normal ovcupaney” of buildings
{Tis Pat while ecognizing that panic in a building on fire may be uncontrollable, ests with the potential panic
Heard through measures designed to prevent the development of panic. Experience indieare that panic seldom
develops even in the presence of potential danger, s0 long as occupents of buildings are moving towards exits
Which they can see within a reasonable distance and with no obstruction or undue ‘congestion in the path of travel.
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Experience has shown that concealed spaces within a building, such as, space between ceiling and false ceiling,
pe uZontel and vertical duets and shats, et, tend to actas fles/tunnels during a fire, Provision should, therefore,
>be made to provide fire stopping within such spaces.
Nothing in this Pert ofthe Code shall be construed to prohibit better types of building construction, more exits or
‘otherwise safer conditions than the mininsum requirements specified in this Part
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Compliance with this Part shall not be construed as eliminating or reducing the necessity for other provisions for
safety of persons using « building or structure under normal occupancy conditions, Now ant any provision of this
2
PART 4 FIRE AND LIFE SAFETY 7
GosPart be construed as requiring or permitting any addition that maybe hazardous under normal occupancy conditions.
‘One of the major points brought out in this Part is the limitation of heights and areas of buildings based on fire
safety of the occupants. Individual municipal corporations are free to alter Table 2 based on Jocal conditions, but
the ratios of areas es maintained in the table for different occupancies and types of construction shall be adhered
to,
‘Advantage has been taken of the developments, particularly in fire resistance rating of materials, designating
types of construction in a rational manner and relating the area limitations of different occupancies to different
types of construction.
Halons (halogenated hydrocarbons) which exhibit exceptional firefighting and explosion prevention/suppression
characteristics have been found to possess high ozone depleting potential. They come under Group II of Annex A
ofthe Montreal Protocol on Substances that Deplete the Ozone Layer, the intemationel environmental agreement
for phasing out ozone depleting substances. Due to increasing evidence thatthe ozone layer is getting depleted at
a faster rate thian thought earlier, the Code takes into cognizance the need to promote use of halon alternatives as
fire extinguishing media.
‘The first version of this Part was formulated in 1970 and was revised in 1983. Subsequently the first revision of
this Part was modified in 1997 through Amendment No. 3 to 1983 version of the Code. This modified version of
this Part included few tables for the fire resistance ratings of various building components, such as walls, colurnns,
beams and floors. The requirements for wet riser, down-comer, automatic sprinkler installation, high velocity
(10-15 m/s) water spray or foam generating system, etc, for buildings were modified. Annex giving guidelines for
selection of fire detectors had been deleted and relevant Indian Standards on fire alarm system and smoke detectors
had been referred, Also, an annex for determination of fire loads and flue load density for arriving atthe classification
‘of occupancy hazard and calorific values of some common materials were included. Annex for broad classification
of industrial and non-industrial occupancies into low, moderate and high hazard had also been included.
‘The Code was then revised in 2005. In this revision, the significant modifications incorporated were: The text was
divided into the following broad clauses: (a) Fire prevention — Covering aspects of fire prevention pertaining to
design and construction of buildings on passive fire protection measures, also describing the various typos of
building materials and their fire rating; (b) Life safery — Covering life safety provisions in the event of fire and
similar emergencies, also addressing construction and occupancy features that are necescary to minimise danger
to life from fire, smoke, fumes or panic; (¢) Fire protection — Covering the significant appurtenances and their
related components and guidelines for selecting the correct type of equipment and installation meant for fire
protection of the building, depending upon the classification and type of the building, Also, the classification of
building based on occupancy was elaborated, wherein, starred hotels were covered as 2 new Subdivision A-6
under occupancy Group A Residential; heritage structures and archaeological monuments were covered under
Subdivision D-3 occupancy Group D Assembly buildings; mixed assembly occupancies were covered as a new
Subdivision D-6; underground elevated railways were covered as e new Subdivision D-7 under occupancy Group
D Assembly buildings; and TV stations were covered under Subdivision E-5 of occupancy Group E Business
buildings. Further, for the extemal stairs for exit requirements, the width and treads were increased to 1 250 mr
‘and 250 mm, respectively; under the requirements for institutional buildings the clear width of all required exits
which serve as egress from hospital or infirmary section was increased from 1.5 m to 2 m, Also, provision of
patient-Jift was included; and due cognizance of halon phase out programme was taken, while specifying provisions
in this Part with respect to fire protection using fire extinguishers/systoms.
Based on various comments received from time-to-time, an Amendment No. 2 relating to Part 4 of the 2005
version of the Code, was issued. 5
In this current revision, the following significant changes have been made:
General:
1) The scope of application of provisions af this Part of the Code for different occupancies has been clarified,
2) Definitions of various new terms have been included and definitions of some of the existing terms have
been updated based on latest developments and use. 7
Fire Prevention:
3) Based on the experience in the use of the provisions of the Code in relation to various occupancies and
‘NATIONAL BUILDING CODE OF INDIA 2016
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asubdivision classification under various building occupancy types, the same has been reviewed and
‘updated. Also, mixed occupancy and minor occupancy have been further clarified
4) Table 1 on fire resistance ratings of structural and non-structural elements has been updated
5) The provisions relating to fire separating wall, fire separating floors and fire partitions have been detailed,
6) Provisions of fire safety requirements of services shafts have been rationalized and updated,
7) Asseparate comprehensive clause on electrical power supply distribution for fire and life safety systems
hhas been included.
8) Detailed clauses on air conditioning systems towards safety and smoke control integration have been
provided,
9) Glass facade requirements have been detailed towards fire protection and smoke exhaust aspects.
10) A separate comprehensive clause on Fire Command Centre (FCC) has been introduced covering various
requirements,
Life Safety:
11) The components of means of egress have been comprehensively brought out covering specific aspects
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have been updated with an approach towards selecting alternative means therefor
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) relating to exit access, exit and exit discharge. The relationship of occupantload, exit width requirements
E e = and travel distances have also been duly detailed enabling efficient planning for enhanced life safety
oe provisions. The table on capacity factors has been modified based on aspect of width per person approach
| fy @ ‘used globally.
i 12) Requirement for displaying the occupancy load for assembly buildings and call centres, has been included.
1e 13) The concept of firefighting shaft for safe and efficient use by the fire fighters to access the floor on fire
Tm and also allow egress/evacuation of the occupants with simultaneous use of refuge area used as staging
¥ » &F of the iccupants, have been well integrated, including in the annex for high rise buildings.
Oe 14) Aspects of compartmentation with fire barrier and its passive fire safety requirements have been detailed
r* for respective occupancies.
lre 15) Pressurization of exits and smoke extraction requirements for respective areas including ear parking
416) The clause on gas supply has becn comprehensively updated.
17) The clause on fire detection and alarm system has been completely reviewed and updated as per the
latest practices.
Fire Protection:
18) The table on minimum requirements for firefighting installations (erstwhile Teble 23 and now Table 7)
has been comprehensively updated.
19) Detailed provisions have been included on fire water storage, fire pump room, sprinkler system and
various alternative fire suppression systems.
Additional Occupancy-wise Requirements :
20) Concept of progressive evacuation in case of hospital buildings has been included in detail to ensue life
safety of the inmates,
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21) Provisions relating to requirement of refuge area have been updated including for D-6 occupancy and
introduced for apartment buildings of height 60 m and above.
2) Separate provisions on atritim have been included in Annex F.
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23) Detailed separate provisions have beén included on commercial kitchens in Annex G.
24) Detailed separate provisions have been included on car parking facilities in Anne H.
25) Separate provisions on fire and life safety requirements for metro stations and metro trainways have
been included in Annex J and Annex K, respectively.
PART 4 FIRE AND LIFE SAFETY 5For provisions relating to universal accessibility and barrier-free environment Part 3 “Development Control Rules
and General Building Requitements’ ofthe Code may be refered
the final
'ysis, shall be rounded off in accordance with
- The number of significant places retained in the
the specified value in this Part.
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NATIONAL BUILDING CODE OF INDIA
PART 4 FIRE AND LIFE SAFETY
1 SCOPE
1.1 This Code (Part 4) covers the requicements for fire
prevention, life safety in relation to fire and fire
protection of buildings. This Code (Part 4) specifies
‘occupancy-wise classification, constructional aspects,
egress requirements and protection features that are
necessary to minimise danger to life and property from
fire.
1.2 The provisions of this Part are applicable to,
a) all high rise buildings; and
b)_ special buildings, those are,
1) hotel, educational, institutional, business,
mercantile, industrial, storage, hazardous
and mixed occupancies, where any of
these buildings have floor area more than
500 m? on any one or more floors;
2) educational buildings having height 9 m
and above;
3) institutional buildings having height 9 m
and above;
4) all assembly buildings,
5) buildings, having area more than 300 mi?
of incidental assembly occupancy on any
floor; and
6) buildings with two basements or more,
or with one basement of area more than
500m?
unless otherwise mentioned specifically in the
provisions.
NOTE — The owner ofthe building and parties to agroomens,
may however, decide to apply the provisions of this Part 19
buildings other than those givon above.
2 TERMINOLOGY
For the purpose of this Part, the following definitions
shall apply.
2.1 Assisted Evacuation — Strategy thatexists during
which a designated person ot persons provide
assistance, during an emergency, to enother person(s)
to leave a building or a specific part of the built
environment snd to reach a finatplace of safety.
2.2 Atrium — A large-volume space created by a floor
opening or series of floor openings connecting two or
‘ore siories that is covered at the top of the series of
openings and is used for’ purposes other than an
PART 4 FIRE AND LIFE SAFETY
enclosed stairway; lifts hoist-way; an escalator opening;
or as a utility shaft used for plumbing, electrical, air
conditioning, or communications facilities,
2.3 Authorities Concerned — An organization,
office, or individual responsible for enforcing the
requirements of a code or standard, or for approving,
or accepting equipment, materials, an installation, or
a procedure.
2.4 Automatic Fire Detection and Alarm System —
A system comprising components and sub-systems
required for automatically detecting smoke, heat or fire
initiating an alarm and other actions as appropriate.
‘This system also includes manually operated electronic
fire alarin (MOBFA) system.
NOTE — MOEFA system (with or without sutematic fice
otection and alarm system) includes all or some of the
components such a8 ranusl all sttions (initiating aa lac
for fire and other setions a6 require), tall-bace system and
poblicaddves sytem,
2.5 Buildiag— Any structure for whatsoever purpose
and of whatsoever materials constructed and every part
thereof whether used as hiaman habitation or not end
includes foundation, plinth, walls, floors, roofs,
chimneys, plumbing and building services, fixed
platforms, Veranda, balcony, comice orprojection, part
of a building or anything affixed thereto or any wall
enclosing or intended to enclose any land or space and
signs and outdoor display structures. Tents,
Shamianahs, tarpaulin shelters, eto, erected for
temporary and ceremonial occasions with the
permission of the Authority shall not be considered as
building.
2.6 Building, Height of — The vertical distance
measured in the case of flat roofs, from the average
level of the ground around end contiguous to the
building or as decided by the Authority to the terrace
of the last livable floor of the building adjacent to the
external wall; and in the ease of pitched roofs, up to
the point where the external surface of the outer wall
intersects the finished surface of the sloping roof; and
in the case of gables facing the road, the mid-point
detween the eaves level and the ridge. Where the
building is located in a sloped terrain, height shall be
determined from the lowest level (that is approachable
by the fire service vehicles) to the terrace level.
Architectural features serving ng other function except
that of decoration shall be excluded for the purpose of
measuring heights.rissa NNR
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2.7 Combustible Material — A material which either
bums itself or adds heat to a fire, when tested for non.
combustibility in eecordance with accepted
standard [4(1)]
2.8 Common Path of Travel — That portion of the
exitaceess which the occupants are required to traverse
before two (or more) separate and distinct routes or
‘wo (or more) exits become available. Common paths
of travel are patt of travel distance,
2.9 Covered Area — Ground area covered by the
building immediately above the plinth level. The area
‘covered by the following in the open spaces is excluded
from covered area (see Table 9):
®) Garden, rockery, well and well structures,
plant nutsery, water pool, swimming pool (if
uncovered), platform round a tree, tank,
fountain, bench, Chabutara with open top and
tunenclosed on sides by walls and the like;
») Drainage culvert, conduit, cateb-pit, gully pit,
chamber, gutter and the like;
©) Compound wall, gate, unstoreyed porch and
Portico, slide, swing, uncovered staircases, ramp
areas covered by Chhajja and the like; and
) Watciman’s booth, pump house, garbage
shaft, electric cabin or substations, and such
other utility structures meant for the services
of the building under consideration,
NOTE — For the purpose ofthis ar, covered area equal the
lot atea minus the area due for open spaces inthe plot
2.10 Down-comer— An arrangement of firefighting
within the building by means of down-comer pipe
connected to terrace tank through terrace pump, gate
valve and non-retum valve and having mains not lese
‘ban'100 mrn internal diameter with landing valves on
Exrorwcnanes,
aT Access
ST stARWAY
each floor/landing,Itis also fited with inlet connections
at ground level for charging with water by pumping
from fire service appliances and air release valve at
‘oof level to release trapped air inside.
2.11 Dry Riser — An arrangement of firefighting
within the building by means of vertical rising mains
not less han 100 mm intemal diameter with landing
valves on each floov/landing which is normally dry but
18 capable of being charged with water usually by
Pumping from fire service appliances
2.12 Emergency Lighting — Lighting provided for
use when the supply to the normal lighting fails,
2.13 Emergency Lighting System — A complete but
discrete emergency lighting installation also fed from
the standby power source to the emergency lighting
lamp(s), for example, self-contained emergency
luminaire or a circuit from central battery (with or
Without monitoring system) connected through wiring
to several escape lighting luminaries,
2.14 Escape Lighting — That part of the emergency
Lighting which is provided to ensure that the escape
route is illuminated at all material times, or example,
at all times when persons are on the premises, or at
times the main lighting is not available, either for the
whole building or for the means of egress
2.15 Evacuation Lift —Lift that can be used, during
fan emergency, for self-evacuation,
2.16 Exit — That unobstructed component of means
of egress which is between the exit access and the exit
discharge or public way. Exit components include
exterior exit doors at the level of exit discharge, interior
exitstairways, exit passageways, exterior exit stairways
and exterior exit ramps (see Fig. 1),
exmaccess
eurniscHarce
SEPARATION AS REQUIRED
For entr encuasune
(To8e conTINGaUS}
Fig. 1 Components or Means of Eonsss
NATIONAL BUILDING CODE OF INDIA 2016M&O
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2.17 Exit Aecess — That portion of ameans of egress NOTES
that Jeads to an exit (for example, doorways, staircase
lobby, ramps, Veranda, corridor or passageway leading
£0 an exit) (see Fig. 1)
2.18 Exit Access Corridor — A corridor in exit access
ily have the requirement of exits
which may not necessa
being met
2.19 Exit
way (see Fig, 1)
20 Fire Barrier (or Fite Resisting Barrier) — A
fire barrier is a vertically or horizontally aligned
member uch asa wall ora fire curtain, orafleor. These
may be with discontinuities created by openings with a
specified fire resistance rating, where such members
are designed and constructed with a specified fire
resistance rating to limit the spread of fire that also
restricts the movement of smoke.
221
Compartment — A space wit
all sides, inckading the top and bottom.
2 Fire Door and
fire door assembly.
staisonse 1
FRE DOOR
FrReveaN's IFT
ischarge —The component ofa means of
‘egress betiveen the termination of an exit and a public
ina building
that is enclosed by fire barrier or fire resistant walls on
Door Assembly — Any
combination of fie door, frame, hardware and other
accessories that together provide a specific fire resistant
rating to the opening in terms of its stability, integrity
and insulation properties, wher installed inthe openings
jn fie separation walls, Fire door is a component of
1 Wherever reference has been made to fie door ot fie ches
door in this Part, che same shall be construed as fib door
assembly,
2 Fire doors in exits shall have fre rating required in this
Partto meet the quirement of integrity and stability, and the
insulation criteria shail be 20 sin
3 Fire doors in exits shall be provided with intumescent seal
4 Fire doors in exits shall not be allowed ta be on hold open
Position and kept closed and to close by “door clesure—spring
mechanism
5 Fite curtains shell not be allowed a2 fie exits. Iso provided
for compertmentation, indeperdent fire door shall be provided
‘tting the requisement fr fire door in exits as above (ofthe
width as requiced) within the prescribed travel distance
requiveme
2.23 Fire Exit — A way out leading from exit access
with or without panic bar provided on the door.
2.24 Firefighting Shaft (Fire Tower) — An enclosed
shaft having protected area of 120 min fire resistance
rating comprising protected lobby, staircase and
fireman’s lif, connected directly to exit discharge or
through exit passageway with 120 min fire resistant
wall at the level of exit discharge to exit discharge,
‘These shall also serve the purpose of exit requirement!
strategy for the occupants. The respective floors shall
be approachable from fire-fighting shaft enabling the
fire fighters to access the floor and also enabling the
fire fighters to assist in evacuation through fireman's
lift. The firefighting shaft shall be equipped with
120 min fire doors. The firefighting shaft shall be
equipped with firemen tatk back, wet riser and landing
valve in its lobby, to fight fire by fire fighters (see Fig, 2
for a typical firefighting shaft),
wer risen aon /
HOSE REEL
Preven
TALROAGR
FLOOR FLAN AND STAIRWAY
Marius ten oULY
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(/NYOUT To Be PLANNED AS PER PROJECT BASIS MEETING ALL THE REQUIRED DETAILS)
NoTEs
1 Wher uch fobbie and sticese ithe Firesightngehaft ar tray venlatderss- else, te shaft may not be enloed a
fire door need aot be provided
2 For all enclosed Frefighing shaft, the ohaf's lobby should have flor plan duly displayed fo the information of Gre fighters.
io. 2 Tyescat Firs Fieutine Saar
PART 4 FIRE AND LIFE SAFETYnero ssHhunsuasnnacnus i ssean sono
2.25 Fire Load — Calorific energy, of the whole
contents contained in a space, including the facings of
the walls, partitions, floors and ceilings.
2.26 Fire Load Density — Fire load divided by floor
area
2.27 Fireman’s Lift—A liftora group oflifts invariably
associated with all the features and requirements of a
fire-fighting shaft. Such Iif(s) are installed to enable fire
services personnel to reach different floors with minima
delay, and shall mcet the additional features as requived
in accordance with this Part. This lift also serves the
Purpose of meeting the requirement of evacuation lit
for assisted evacuation,
2.28 Fire Resistance — Fire resistance is a property
of an element of building construction and is the
measure of is ability to satisfy for a stated period, some
or all of the following criteria: ~
2) Load bearing capacity (Stability) (R) — The
ability of load bearing element to withstand
fire exposure without any loss of structural
stability.
b)__ Integrity (£) — Resistance to penetration of
flame and hor gases,
©) Insulation (2) — Resistance to temperature
vise on the unexposed face up toa maximurn
of 180°C at any single point and average
temperature of 140°C.
2.29 Fire Resistance Rating — The time that a
‘matertl or construction will withstand the standard fire
exposure as determined by fire test done in accordance
with the standard methods of fire tests of materials!
structures as per the accepted standard [4(2)].
NoTES
1 The requirement of rating of various building cements as
given inthis Part shall be applicable in accordance with the
‘Provisions given in the accepted standard [4(2))
2 The fire resistance rating shall be specified in tems of minutes,
3 Bike resistance rating for non-structural meteria/assembly
stall ear ate of compliance oruch iigas pr the approval
of competent authority based on testing and evaluation. The
label shall be permanently aifxed tothe rateial/assereby and
‘may cary other relevant details such as name and type ofthe
product, and manufacturer's details
2.30 Fire Resistant Wall —Fire resistance rated wall,
having opening(s) with specified fire resistant rating,
which restricts the spread of fire from, one part of
building to another part of the same building
2.31 Fire Separation — Thé distance in metre,
measured from the external wall of the building
‘concemed to the external wall of any other building on
the site, or from other site, or from the opposite side of
street or other public space for the purpose of
preventing the spread of fire.
10
2.32 Fire Stop — A fire resistant material, or
construction, having a fire resistance rating of not less
than the fire separating clements, installed in concealed
spaces or between structural elements of a building to
prevent the spread/propagation of fire and smoke
Uhrough walls, ceilings and the like as per the laid down,
criteria
ores
1 Fire stop assembly for through penetrations is « combination
of fiestop compatible for use wits the penetrint, penetration
items such es cables, cable tray, conduits, duct, pipes, ete,
and their means of support though the well or opening thst
together restores the firs resistance rating ofthe fire separiting
— elements in terms ofits incegrity and/or insulation properties,
2 Fire stop assembly for joints isthe one where fixe stop with
movement capability is used to sea the lines joints between,
_cjaceat fre separating elements, co maintain the fee sistance
ofthe separating elements, which sould be installed within its
tested design limits with regard to size of the join, type of
assembly, and anticipated compression and extension of the
Joint
2.33 Fire Suppression Systems
@) Gas based systems — Systems that use
gaseous agents as fire suppression meds, such
a, all agents altemate to Halon gases, listed
and approved for use by relevant Indian
Standards; other methods/types of gos based
systems where their protection is equal to ot
better than what is suggested above for the
type of application subject to the acceptance
of Authorities concerned may also fall under
such systems.
b) Water based systems — Systems that use
mainly water as firefighting media such as
hydrant system, sprinkler system, water
spray system, foam system and water mist
system,
2.34 Fire Wall or Fire Separating Wall — A fire
resistance rated wall having fire protected openings,
which restricts the spread of fire and extends
continuously from the foundation to the roof (and
through the roof at least lim above the roof in case
of combustible roof), with sufficient structural
stability under fire conditions to allow collapse of
construction. on one side or either side without
collapse of the wall,
2.35 Floor Area (Gross) — The area of the floor within
the inside perimeter of the outside walls of the floor of
the building under consideration with no deductions
for comridors and passage-ways, stairs, closets, thickness
of interior walls, columns, lifts and building shafts or
other features.
2.36 Floor Area Ratio (FAR) — The quotient obtained
by dividing the total covered area (plinth area) on all
NATIONAL BUILDING CODE OF INDIA 2016a us
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floors by the area of the plot:
Total covered area of all floors
Plot area
2.37 ire Exit Hardware — A door-latching assembly
incorporating an actuating member or panic bar that
s the latch bolt upon the application of a force
in the direstion of egress travel, provided on exits.
2.38 High Rise Building — A building 15 mor above
in height (imespective of its occupancy)
FAR
2.39 Horizontal Exit— A defend in place ora staging
arrangement, providing safety from fire and smoke
originating from the area of incidence, by allowing
altemative egress from a compartment to an area of
refuge or andther Compartment ator near the same level.
This also includes such egress from a compartment to
snadjoining building, A horizontal ext shall be through
a fire door of 120 min rating in a fire resistant wall
Horizontal exit require separation with the refuge area
‘or adjoining compartment through 120 min fire barrier.
‘The adjoining compartment of the horizontal exit
ould allow unlocked and case of egress and exits for
the occupants using defend in place strategy.
2.40 Lift Lobby —A space fiom which people directly
enter a Tift car(s) and into which people directly enter
‘upon exiting a fiftear(s)
2.41 Means of Rgress — A continuous way of travel
from aay point in a building or structure to public
\ay, consisting of three separate and distinct parts, that
is, exit acoess, exit and exit discharge.
2.42 Means of Escape — A way out of a building or
sinacture that does not conform to the strict definition
of ‘means of egress’ but does provide an altemate way
out
2.43 Metro Station
2.43.1. Concourse — Intermediate level(s) or area(s)
‘connecting a station platform(s) to a public way through
stairs, escalators or corridors,
2.43.2 Crush Train Load — The number of passengers
inside a train when it is filed to maximum capacity
permissible by rolling stock design.
2.43.3 Entraining Load ~The mumber of passengers
boatding a train at a platform.
2.43.4 Headway — The interval of time between the
aurivels of consecutive trains at a platform in a station.
2.43.8 Mass Rapid Transit — Any station building or
part thereof, permanent or temporary, through which
people transit for the duration of time required'to enter
the building and board the train to depatt the station
platform or to alight from the train and depart from the
station building.
PART 4 FIRE AND LIFE SAFETY
2.43.6 Non-transit Occupancy — Occupancy not under
the control of the system operating authority
2.43.7 Point of Safety — One of the following: (a) An
‘enclosed exit that leads to a public way or safe location
outside the station, trainway, or vehicle, (b) An at-
grade point beyond the vehicle, enclosing stations, or
trainway, (c) A point on open track beyond the open
‘or enclosed station or enclosed train-way, and (d) Any
other location approved by the Authorities concemed
2.43.8 Station — A place designated for the purpose
of loading and unloading passengers, including service
area and ancillary spaces associated with the same
structure,
2.43.8.1 Composite station — A transit station that is
constructed contiguous with non-tiransit occupancy.
2.43.8.2 Enclosed station —A station or portion thereof
that does not meet the definition of an open station.
2.43.83 Open station — A station that is constructed
such that it is directly open to the atmosphere, and
smoke and heat‘are allowed to disperse directly into
surrounding open atmosphere.
2.43.9 Station Platform — The area of a station
immediately adjacent to a guideway, used primarily for
loading and unloading passengers,
2.44 Mixed Occupancy — A multiple occupancy
‘where the occupancies are intermingled.
2.45 Muitiple Occupancy — A building or structure
in which two or mote classes of occupaney exi
2.46 Occupancy or Use Group — The principal
‘occupancy for which a building or a part of a building
is used or intended to be used; for the purpose of
classification ofa building according to the occupancy,
an occupancy shall be deemed to include subsidiary
occupancies which are contingent upon it
2.47 Occupant Load — Maximum number of persons
that might occupy a building or portion thereof at any
one time
2.48 Place of Comparative Safety — Places within a
building where people can stay little longer until
evacuation, for example, refuge areas, terrace, fire!
smoke separated compartments, ete.
2.49 Pressurization — The establishment of a pressure
difference across a barrier to protect exit, stairway,
lobby, exit passageway or room of a building from
smoke penetration.
2.80 Pressurization Level — The pressure difference
between the pressurized space and the adjoining area
served by the pressurized space expressed in Pascal (Pa),
nam ns A RRO
2.81 Public Way — A street, alley, or other similar
parcel of land essentially open to the outside air,
dedicated, or otherwise permanently appropriated to
the public for public use and having a clear width and
height of not less then 3 m
2.52 Ramp — The construction, in the form of an
inclined plane that is steeper than ‘or equal to 1 : 20
(S percent) from the horizontal, together with any
intermediate landing, that makes it possible to pass from
ne level to another.
2.83 Refuge Area—~ An atea within the building fora
temporary use during egress. It generally serves as
staging area which is protected from the effect of fire
and smoke.
4 Roof Exits —A means of escape on to theroofof
4 building, where the roof has access to it from the
ground through alternative stair case or adjacent
building,
2.55 Site (Plot) — A parcel (piece) of land enclosed
by definite boundaries,
2.56 Smoke Barrier — A continuous membrane, or a
membrane, where such membrane is designed and
constructed to restrict the movement of sinake.
2.57 Smoke Compartment — A space within a
building ciclosed by smoke barriers on all sides.
2.58 Stack Pressure — Pressure difference caused by
@ temperature difference creating an air movement
Within a duct, chimney or enclosbre
2.59 Travel Distance — The distance to be travelled
fom any point in a building to a protected exit or
extemal escape route or final exit measured along the
line of travel
2.60 Ventilation — Supply of outside air into, or the
Femoval of inside air from an enclosed space
2.61 Venting Fire — The process of facilitating heat
and smoke to leave a building as quictly as possible
by such paths so that lateral spread of fire and heat is
checked, firefighting operations are facilitated and
‘miniraum fire damage is caused
2.62 Visual Strobes/Flashing — It is an audio-visual
fire alarm for alerting persons with hearing impairment
‘with lashing light. The strobe frequency should be from
0.5 Hz to 4.0 Hz,
NOTE — Care should be taken to ensure that sverlapping
strobes do not combinc to result in a higher Sequency of
‘ashing
2.63 Volume to Plat Area Ratio (VPR) — The ratio
of volume of building measured in cubic metre to the
rea of the plot measured in square metre and expressed
in metre
2
2.64 Water Based Systems
2.64.1 Hydrant System — A distribution system having
a network of piping installed undergroundiaboves
ground around and/or through inside of a building with
internal and/or extemal hydrants fitted with landing
valves at regular intervals according to the occupancy.
The distribution system is connected to water supply
system for firefighting,
2.64.2 Automatic Sprinkler System — A system of water
pipes fitted with sprinkler heads at suitable intervals
and heights and designed to actuate automatically,
control and extinguish a fireby the discharge of water,
2.64.3 Automatic Water Spray Systems — A special
fixed pipe system connected to a reliable source of fire
protection water supply and equipped with water spray
nozzles for specific water discharge and distribution
over the surface or area t9 be protected. The piping
system is connected to the water supply through an
automatically actuated deluge valve which initiates flow
‘of water. Automatic actuation is achieved by operation
of automatic detecting equipment installed along with
water spray nozzles. Thete are two types of systems
namely high velocity and medium velocity systems,
2.64.4 Water Mist Sysiems — & disteibution system
connected to a pumping and water supply system that
is equipped with nozzles capable of delivering water
mist to the part/entire enclosure or area, intended to
control, suppress, or extinguish fire and is capable of
meeting the specified performance requirements.
2.64.5 Foam Protection System —Fiefighting systems
‘where foam is made by mechanically mixing air with a
solution consisting of fresh water to which a foaming
agent (liquid concentrate) has been added, Firefighting
foam isa stable aggregation of small bubbles of density
tower than oil or water, and shows tenacious qualities
Yor covering horizontal surfaces. There are three types
of foam applications that is, low, medium and high
expansion foams depending upon the application.
2.65 Wet Riser — An arrangement for firefighting
within the building by means of vertical rising mains
not less than 100 mm nominal diameter with landing
valves oa each floor/landing for firefighting purposes
and permanently charged with water from a pressurized
supply.
NOTE —For definition of other terms, reference shell he made
to accepted standards (4(3)
3 FIRE PREVENTION
3.1 Classification of Buildings Based pn Oceupancy
3.41 General Classification
Allbuildings, whether existing or hereafter erected shall
be classified according to use or the character of
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occupancy in one ofthe following groups
Group A Residential
Group B Educational
Group C Institutional
Group D Assembly
Group E Business
Group F Mercantile
Group 6 Industrial
Group H Storage
Group J Hazardous
The details of each occuparicy and example of buildings
in each group are given in 3.1.2 to 3.1.20.
3.111 Minor occupancy
This is purely incidental to operations in 4 main
occupency, which shall be considered as part of the
main occupancy and shell be classified under the
relevant group for the main occupancy.
3.2 Mixed oceupancy
Where two or more types of occupancies intermingle in
‘the same building, the entire building shall be treated as
mixed occupancy and the same shall comply with3.1.12.
3:1.2 Group A Residential Buildings
‘These shalt include any building in which sleeping
eccommodation is provided for normal residential
purposes with or without cooking or dining or both
facilities, except any building classified under Group C.
Buildings and structures under Group A shall be farther
subdivided as follows:
Subdivision A-1 Lodging and rooming houses
Subdivision A-2 One or two family private
dwellings
Subdivision A-3. Dormitories
Subdivision A-4 Apartment houses
Subdivision A-5 Hoiels
Subdivision A-6 Starred hotels
a) Subdivision 4-1 Lodging and rooming
houses — These shall include any building or
iroup of buildings under the same
smanagement, in which, separate sleeping
accommodation on transient or permanent
basis, with or without dining facilities but
without cooking facilites for individuals is
provided, This includes inns, cubs, motels and
guest houses.
\NOTB~~A ledging orrooming house shall be classified
152 vellingin Subdivision A2, ifn room in any of
ite private dveling units is fontd to more than tyes
persons
PART 4 FIRE AND LIFE SAFETY
b) Subdivision 4-2 One or two family private
dwellings ~ These shall inclide any private
dwelling, which is occupied by members of
one or two families and has a total sleeping
accommortation for aot more then 20 persons.
If rooms in a private dwelling are rented to
outsiders, these shall be for eccommodating
not more than three persons per room,
If sleeping accommodation for more than
20 persons is provided in any one residential
building, it shall be classified as ¢ building in
Subdivision A-1 or Subdivision A-4 as the
case may be.
©) Subdivision A-3 Dormitories — These shall
include any building in which group sleeping
accommodation is provided, with or without
dining facilities for persons who are not
members of the same farnily, in one room ora
series of closely associated rooms under joint
occupancy and single management, for
example, school and college dormitories,
students, and other hostels and military
barracks.
¢) Subdivision A-4 Apartment houses — These
shall include any building or structure in which
living quarters are provided for three or more
fatnilies, living independently of each other
and with independent cooking facilities, for
example, epartment houses, mansions and
Charwls
©) Subdivision A-5 Hotels — These sball include
any building or group of buildings under single
management, in which sleeping
accommodation is provided, with or without
dining facilites for hotels classified up to Four
Star Category.
1) Subdivision 4-6 Starred hotels —~ These shall
include the hotels duly approved by the
concerned authorities a5 Five Star and above
hotels. 5
3.1.3 Group B Educational Buildings
‘These shall include any building used for school,
college, other training institutions involving assembly
for instruction, education or recreation for not less than
20 students.
Buildings and structures under Group B shall be further
subdivided as follows:
Subdivision B-I_ Schools up to senior secondary
level
Subdivision B-2- All others/training institutions
2) ‘Subdivision B-i ScKools up to senior
‘secondary level— This subdivision shall
13include any building or a group of buildings
under single management which is used for
‘students not less than 20 in number,
8) Subdivision B-2 All others/training
instinutions — This subdivision shall include
any building or a group of buildings under
single management which is used for students
not less than 100 in number.
In the case of temporary buildings/structures which ate
utilized for educational purposes, the provisions
0f3.2.5.3 shall apply.
{fresidential accommodation i provided in the schools/
institutions thatpottion of occupaney shall be classified
as a building in Subdivision A-3.
These shall include any building or part thereof, which
i
used for purposes, such as medical or other treatment
or care of persons suffering from physical or mental
8
“4
Convatescents or aged persons
con
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i Subdivided as follows:
ness, disease or infirmity; care of infants,
and for penal or
‘tional detention in which the liberty ofthe inmates
restricted, Institutional buildings ordinarily provide
‘Teeping accommodation for the occupants
nd structures under Group C shall be further
Subdivision C-1_ Hospitals and sanatoria
Subdivision C-2 Custodial institutions
Subdivision C-3 Penal end mental institutions
8) Subdivision C-1 Hospitals and sanatoria —
‘This subdivision shail include any building or
group of buildings under single management,
Which is used for housing persons suffering
from physical limitations because of health or
age and those incapable of self-preservation,
for example, hospitals, infirmaries, sanatoria
sand nursing homes,
b) Subdivision C-2 Custodial institutions —Thig
subdivision shall include any building or a
srup of buildings under single managernent,
which is used for the custody and care of
persons, such as children, convalescents and
the aged who are incapable of self.
preservation, for example, Homes for the aged
and infirm, convalescent homes and
‘orphanages,
©. Subdivision €-3 Penal and imental
{institutions — This subdivision shall include
any building or a group of buildings under
single management, which is used forhousing
persons under restraint, or who are detained
for penal or comective purposes, in which the
Uberty of the inmetes is restricted, for
example, jails, prisons, mental hospitals,
mental sanatoria and reformato:
3.1.5 Group D Assembly Buildings
These shall include any building or part of a building,
where mot fess than $0 persons congregate or gather
for amusement, recreation, socal, religious, pattiotic,
vil, travel and similar purposes, for example, theatres,
motion picture houses; assembly halls; auditoria,
exhibition halls; museums; skating rinks; gymnasiums,
restaurants; places of worship; dance halls; chub rooms,
passenger stations and terminals of air, surface and
‘marine public transportation services; and stadia,
Buildings under Group D shall be further subdivided
as follows:
Subdivision D-1 Buildings heving a theatrical
© ormotion picture or any other
stage and fixed seats for over
1.000 persons
Buildings having « theatrical
or motion picture or any other
stage and fixed seats up to
1 000 persons
Buildings without a permanent
stage having accommodation
for300 or more persons but no
permanent seating arrange
ment
Buildings without a permanent
stage having accommodation
for less than 300 persons with
no permanent seating arrange-
ment
All other structures including
temporary structures designed
for assembly of people not
covered by Subdivisions D-1
to D4, at ground level
Buildings having mixed
‘occupancies of assembly and
mercantile (for example,
shopping malls providing
facilities such as shopping,
cinema theatres, multiplexes
and restaurants/food courts)
Underground and elevated
‘mass rapid transit system,
8) Subdivision D-1 — This subdivision shall
include any building primarily sreant for
theatrical or operatic performances and
which has a stage, proscenium curtain, fixed
© portable scenery or scenery loft, lights,
mechanical appliances or other theatrical
Subdivision D-2
Subdivision D-3
Subdivision D-4
Subdivision D-s
Subdivision D-6
Subdivision D-7
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accessories and equipment for example,
theatres, motion picture houses, auditoria,
concert halls, television and radio studios
admitting an audience and which are
provided with fixed seats for over
1 000 persons.
Subdivision D-2 — This subdivision shall
include any building primarily meant for use
as deseribed for Subdivision D-1, but with
fixed seats up to 1 000 persons.
‘Subdivision D-3 — This subdivision shall
include any building, its lobbies, rooms and
other spaces connected thereto, primarily
intended for assembly of people, but which
has no theatrical stage or permanent theatrical
and/or cisiematographic accessories and has
accommodation for 300 persons or more, for
example, dance halls, night clubs, halls for
incidental picture shows, dramatic, theatrical
‘or educational presentation, lectures or other
similar purposes having no theatrical stage
except 4 raised platform and used without
permanent seating arrangement, art galleries,
community halls, marriage halls, places of
worship, museums, lecture halls, passenger
terminals. and-heritage and archaeological
monuments, pool and billiard parlours,
bowlingalleys, community halls, courtrooms,
gymnasiums (without spectator seating),
indoor swivaming pools (without spectator
seating), indoor tennis courts (without
ppectator seating)
Subdivision D-4 — This subdivision shall
include any building primarily intended for
use as desoribed in Subdivision D-3, but with
‘accommodation for tess then 300 persons with
no permanent seating arrangements,
Subdivision D-5 — ‘this subdivision shall
include any building or structure, permanent
or temporary meant for assembly of people
not covered by Subdivisions D-1 to D-4, for
example, grandstands, stadia, amusement park
structures, reviewing stands and cireus tents,
arenas, external swimming pools, tennis and
similar type of courts.
Subdivision D-6 — This subdivision shall
include any building for assembly of people
Provided with multiple services/facilities like
shopping, cinema theatres, multiplexes,
restaurants/food court.
Subdivision D-7 — This subdivision shall
include any building orstructure like example,
underground or elevated railways.
PART 4 FIRE AND LIFE SAFETY
3.1.6 Group E Business Buildings
‘These shall include any building or part thereof which
is used for transaction of business for keeping of
accounts and records and similar purposes, professional
establishments, service facilities, ete. City halls, town
halls, courthouses and libraries shall be classified in
this group so far as the principal function of these is,
iransaction of public business and keeping of books
and records.
Buildings under Group E shall be further subdivided
as follows:
Subdivision B-1 Offices, banks, professional
establishments, like offices of
es architects, engineers, doctors,
lawyers, post offices and
police stations
Subdivision E-2 Laboratories, outpatient
clinics, research establish-
‘ments, libraries and test houses
Electronic data processing
centres, computer install-
ations, information technology
parks and call centres
Subdivision B-3,
Subdivision E-4
Subdivision E-5
‘Telephone exchanges
Broadcasting stations, TV.
stations and air traffic control
towers
3.1.7 Group F Mercantile Buildings
‘These shall include any building or part thereof, which
is used as shops, stores, market, for display end sale of
merchandise, either wholesale or retail
Mercantile buildings shall be further subdivided as
follows:
Subdivision F-1 Shops, stores, departmental
stores, markets (any with
covered area up to 500 m*)
Subdivision F-2 Shops, stores, departmental
stores, markets (any with
covered area more than
7 500m?)
Subdivision F-3. Underground shopping centres
Storage and service facilities incidental to the sale of
‘merchandise and located in the same building shall also
be included under this group,
3.1.8 Group G Industrial Buildings
These shall include any building or part of a building
or structure, in which produéts or materials ofall kinds
and properties are fabricated, asspmbled, manufactured
or processed, for example, assembly plants, industrial
laboratories, dry cleaning plants, power plants,
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generating units, pumping stations, fumigation
chambers, laundries, buitdings or structures in gas
plants, refineries, dairies and saw-mills, ete
Buildings ander Group G shall be further subdivided
a8 follows:
Subdivision G-1 Buildings used for tow hazard
industries
Subdivision G-2 Buildings used for moderate
hazard industries
Subdivision G-3 Buildings used for high hazard
industries
‘The hazard of éccupancy, for the purpose of the Code,
shall be the relative danger of the start and spread of
fire, the danger of smoke or gases generated, the danger
of explosion or other occurrences potentially
endangering the lives and safety of the occupants of
the buildings.
Hazard of occupancy shell be determined by-the
Authority on the basis ofthe fire loads of the contents,
and the processes or operations conducted in the
building, provided, however, that where the
combustibility of the material, the fame spread rating
ofthe interior finish or other features of the building or
structure are such as to involve a hazard greater than
the occupancy hazard, the greater degree of hazard shall
govern the classification.
For determination of fire loads and fire load density
for arviving at the classification of occupancy hazard,
guidance on calorific values of some common materials
is given at Annex A.
A broad classification of industrial occupancies into
low, moderate and high hazard classes is given at
Annex B, for guidance. Any occupancy not covered in
Aznex B, shall be classified in the most appropriate
class depending on the degree of hazard.
Where different degrees of hazard of occupancy exist
in different parts of a building, the most hazardous
Of those shall govern the classification for the
Purpose of this Code, except in cases where
hazardous areas are segregated or protected as
specified in the Code.
8) Subdivision G-1 — This subdivision shall
include any building in which the contents are
of such comparative low combustibility and
the industrial processes or operations
Conducted therein ate of such a nature that
there is hardly any possibility for any self-
Propagating fire to occur and the only
consequent danger to life and property may
arise from panic, fumes or smoke, or fire from
some external source,
16
b) Subdivision G-2 — ‘This subdivision shail
include any building in which the contents or
industrial processes or operations conducted
therein are liable to give rise 10 a fire which
will bun with moderate rapidity or result in
other hazardous situation and may give ofa
considerable volume of smoke, but from
which neither toxic.fumes nor explosions are
to be feared in the event of fir.
©) Subdivision G-3 — This subdivision shal
include any building in which the contents or
industrial processes or operations conducted
therein are liable to give rise to a fire which
will bum with extreme rapidity or result in
other hazardous situation or from which
poisonous fumes or explosions are tobe feared
- inthe event of a fire. 7
3.1.9 Group H Storage Buildings
‘These shall include any building or part of a building
used primarily for the storage or sheltering (including
servicing, processing or repairs incidental to storage)
of goods, ware or merchandise (except those that
involve highly combustible or explosive products or
materials), vehicles or animals, for example,
warehouses, cold storages, freight depots, transit sheds,
storehouses, truck and marine terminals, garages,
hangars, grain elevators, barns and stables. Storage
properties are characterized by the presence of
relatively smpll number of persons in proportion to the
area, Any new use which increases the number of
decupants to a figure comparable with other classes of
occupancy shall change the classification ofthe building
‘o that of the new use, for example, hangers used for
assembly purposes, warehouses used for office
Purposes, garage buildings used for manufactoring,
3.1.10 Group J Hazardous Buildings
‘These shall include any building or part thereof which
is used for the storage, handling, manufacture or
processing of highly conabustible or explosive materials
or products which are liable to bum with extreme
rapidity and/or which may produce poisonous fumes
or explosions for storage, handling, manufacturing or
processing which involve highly corrosive, toxic or
noxious alkalis, acids or other liquids or chemicals
producing flame, fumes and explosive, poisonous,
irritant or corrosive gases; and for the storage, handling
or processing of any.material producing explosive
mixtures of dust which result in the division of matter
into fine particles subject to spontaneous ignition
Framples of buildings in this class are tose buildings
which are used for,
a) Storage, under pressure of more then
0.1 Nimm? and in quantities exceeding 70 m',
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of acetylene, hydrogen, illuminsting and
natural gases, ammonia, chlorine, phosgene,
sulphur dioxide, carbon dioxide, methyloxide
and all gases subject to explosion, fime or
toxic hazard, cryogenic gases, ete;
b) storage and handling of hazardous and highly
flammable liquids, liquefiable gases like LPG,
rocket propellants, ete;
©) storage and bandling ofhazardous and highly
flammable or explosive materials (other than
liquids); and
4) manufacture of artificial flowers, synthetic
leather, ammunition, explosives and
fireworks.
NOTE — A lst of hazardous substances giving quantities, for
‘which ot exceeding which owners handling such substances
sre required t be covereduncer The Public Liability Irsurance
‘Act, 1991, has been notified under the ‘Rules on Emergency
Planing, Preparedness and Response for Chemical Accidents
by the Govt, of Iadia, Ministry of Environment and Forests
Notification No. G.S.R, 347(E) dated 01 August 1996.
3.1.11 Mixed Occupancy
In case of mixed occupancy, in so far as fire protection
is concemed, all the occupancies/the éatire building
shall be governed by the most restrictive provisions of
the Code among those applicable for, individual
‘occupancies. The provisions for life safety given in the
Code for individual occupancy shall, however, apply
to the respective occupancies. Exits in such mixed
‘occupancy shall be arranged 80 as to ensure that means
of egress is not decreased in the direction of egress
travel
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are also required to be separated (horizontally and/or
veitically as the case may be) by a 240 min fire
resistance rating,
3.1.12 Where change in the occupancy of any building
places itin a different group or in a different subdivision
of the same group, such building shall be made to
comply with the requirements of the Code for the new
group oF its subdivision
3.1.13 Where the new occupancy of a building is Tess
hazardous, based on life ‘and fire risk, than its existing
‘occupancy, it shall not be necessary to conform to the
requirements of the Code for the new group or its
subdivision,
3.1.14 A cettificate of occupancy shall be necessary,
as required under Part 2 ‘Administration’ of the Code,
before any change is effected in the character of
‘occupancy of any building.
PART 4 FIRE AND LIFE SAFETY
3.2 Fire Zones
2.2.1 Demareation
“The city or area under the jurisdiction of the Authority
shall, for the purpose of the Code, be demarcated into
istinet zones, based on fire hazard inherent in the
buildings and structures according to occupancy
(Gee 3.1), which shall be called as ‘Fire Zones’
3.2.2 Number and Designation of Fire Zones
3.2.2.1 The number of fire zones in acity or area under
the jurisdiction of the Authority depends upon the
existing layout, types of building construction (see3.3),
classification of existing buildings based on occupancy
(see 3.1) and expected future development of the city
orarea, In large cities or arcas, three fire zones may be
necessary, while in smaller ones, one or two may be
adequate.
3.2.2.2 The fire zones shall be made use of in land use
development plan and shall be designated as follows:
~a) Fire Zone No. 1 ~This shall comprise areas
having residential (Group A), educational
(Group B), institutional (Group C), assembly
(Group D), smali business (Subdivision E-1)
and mercantile (Group F) buildings, or areas
which are under development for such
‘occupancies. :
b) Fire Zone No. 2 — This siali comprise
business (Subdivisions E-2 to E-5) and
industrial buildings (Subdivisions G-1 and
G-2), except high hazard industrial buildings
(Subdivision G-3).oF areas which are under
development for such occupancies,
©). Fire Zone No. 3-~- This shall comprise areas
having high hazard industrial buildings
(Subdivision G-3), storage buildings
{Group H) and buildings for hazardous uses
(Group J) or areas which are under
development for such occupancies.
3.2.3 Change in the Fire Zone Boundaries
‘When the boundaries of any fire zone are changed, or
\when itis intended to include other areas or types of
occupancies in any fire zone, it shall be done by
following the same procedure as for promulgating new
rules or ordinances or both,
3.2.4 Overlapping Fire Zone
3.2.4.1 When any building is so situated that itextends
to more than one fire zone, it shall be deemed to be in
the fire zone in which the major portion of he building
or structure is situated
3.2.4.2 When any building is so situated that itextends
equally to more then one fire zope, it shall be deemed
WSRS si anata pa" a
to be inthe fire zone having more hazardous occupancy
buildings.
3.2.5 Temporary Buildings or Structures
3.2.5.1 Temporary buildings and structures shall be
permitted only in Fize Zones No. | and 2 as the case
may be, according to the purpose for which these are
to be used, by special jermit fromthe Authority for a
limited period and subject to such conditions as may
bbe imposed in the permit,
3.2.5.2 Such buildings and temporary structures shell
be completely removed on the expiry of the period
“specified in the permit.
3.2.53 Adequate fite precautionary measures in the
Construction of temporary structures and Pandals shall
be taken in accordance with good practice [4(4)]
3.2.6 Restrictions on the Type of Construction for New
Buildings
‘These shall be 2s follows
#) Buildings erected in Fire Zone No. 1 shall
conform to construction of Type 1, 2,3 or 4
») Buildings erected in Fire Zone No. 2 shall
conform to construction of Type 1, 2 or 3
©) Buildings erected in Fire Zone No. 3 shall
conform to construction of Type 1 or 2
3.2.7 Restrictions on Existing Buildings
‘The existing buildings in any fire zone shall not be
requited to comply with the requirements of the Code
unless these are altered, or int the opinion of the
Authority, such building constitutes a hazard to the
safety of the adjacent property or to the occupants of
the building itself or is an unsafe building. In the event
of alteretion, it shall be necessary to obtain permission
ofthe Authority for such alteration consistent with fire
hazard (see Pait 2 “Administration” of the Code)
Alterations/modifications/renovations shall be
accomplished so as to ensure conformity with all the
safety requirements of the new buildings. Such alterations
shall not in any way briag down level of fire and! life
safety below dat wich existed earlier. Any addition oF
aterations or construction af eubicles or partitioning.
{fer floor area exceeding 500 m? fr all highrise buildings
ball be with the approval of local fire authority
3.3 Types of Constritetion
3:3.1 The design of any building and the type of
‘materials used in its construction are important factors
in making the building resistant to a complete burn-out
and in preventing the rapid spread of fire, smoke or
fumes, which may otherwise contribute to the loss of
lives and property.
18
The fire resistance of a building or its siructural and
‘non-structural elemenis is expressed in minutes against
specified fire load which is expressed in kcai/mm?, and
against a certain intensity of fire. The fire-resistance
test for structural element shall be done in accordance
with accepted standards [4(2)]. For the purpose of the
Code, the types of construction according to fi
Tesistance shall be classificd into four categories,
namely, Type 1 Construction, Type 2 Construction,
Type 3 Construction and ‘Type 4 Construction. The
minimum fire resistance ratings of structural and non.
structural members for various types of construction
shall be as given in Table 1
Non-combustible materials should be used for
construction of buildings, and the internal walls of
staircase enclosures should be of brick work or
reinforced concrete or any other material of
onstruction with minimum of 120 min rating, The walle
for the chimney shall be of Type 1 or Type 2
Construction depending on whether the flue gas
temperature is above 200°C or less, respectively
3.3.2 Itis required thata structural and/or non-steuctural
clement/eomponent shall have the requisite fire
resistance rating as per Table 1. The fire resistance
ating for the structural and non-structural elements
shall be based on guidelines as per approved and
accepted standards. The fire rating shall be validated
and certified with a view to meeting the requirements
of Table 1. In the absence of aay validated/certified
rating, guidaice may be obtained from tle information
available in Annex C,
3.3.3 Load bearing steel beams and columns of
buildings having total covered area of 500 m? and above
shall be protected against faihure/collapse of structure
in éase of fire. This could be achieved by use of
appropriate methodology using suitable fire resistance
tated materials along with suppression system (see
Annex C, Table 25 and Table 26),
3.3.4 The false ceiling, including all fixtures used for
its suspension, shall be of non-combustible material
and shall provide adequate fte resistance tothe coiling
in order to prevent spread of fire across ceiling,
3.4 Generat Requirements of All Individual
Occupancies
3.4.1 General
All buildings shall satisfy certain: requirements,
which contribute, individually and collectively, to
the safety of life from fire, smoke, fumes and panic
arising from these or similar causes: These are,
however, certain general principies and common
Tequirements, which are applicable to all or most of
the ocoupancies.
NATIONAL BUILDING CODE OF INDIA 20168
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‘Table 1 Fire Resistance Ratings of Structural and Non-Structural Elements (minutes)
(Clauses 33.1 and 3.3.2)
SIN. ‘Structural Element Fire Resistance Ratings (min) for
‘Type of Construction
pe
Type! Type? Typed Typed
0 ® @ @ o ©
1) Extedor walls
8) Five separation lee than 3. m:
1) Beating 240 120 120 60
2) Non-bearing 120 30 © 50
1b) Fire separation of 3.7 m or moce but less than 9m:
Y Bearing 240 120 120 60
2) Non-besting 30 © o 50
©) ive separation of9 mor more
1), Bearing 240 120 120 60
2) Non-bearing 60 oo 0 ~ 60
ii) Fire separation assemblies (Like fre check doors) 20 120 120 120
it) ire enclosures of exits 120 120 120 0
i”) Shafts for services, lit hoistuny and refuse eater 120 20 120 120
¥) Vertical separation berween adjacent tenant spaces 60 o oo oo
¥) Dwelling unit separation: = -
2) Lead bearing 120 120 o 60,
») Nen-load bearing oo o 30 30
vi) Intevior bearing walls, bearing partitions, columns, beats, gliders,
tousies (othr than roof trusses) and framing
4) Supporting more then exe floor 240 120 120 120
») Supporting one floor oaly 80 90 50 60
©) Supporting & s00f only 180 90 60 50
i)” Walls supporting structural mernbers 180 0 60 <0
i). Flooreonstwoten 120 0 60 80
Roof eonstastion:
2) Sm or less ia eight lowest member 120 0 6 50
16) Move than $n but les then 6.7 mn height 0 owest member 60 so 80 50
©) $7 mor move in height to lowest member ° ° ° °
1 The above fire resistance rating shall be required to achieve the redpective type of consttion unless otherwise specifi ta the
respective clauses for diferent applications,
2 In case of lift bet, the pation wall, ifany, need not be of fu rating specified in this table
3.4.2 Exceptions and Deviations
Exceptions and deviations to the general provisions of
requirements of individual occupancies are given as
applicable to each type of occupancy in 6.1 to 6.9. In
case of practical difficulty or to avoid’ unnecessary
hardship, without sacrificing reasonable safety, local
head, fire services may consider exemptions from the
Code,
3.4.3 Occupation of Buildings under Construction
3.4.3.1 A building or portion of the building may be
oceupiéd during construction, repairs, alterations or
additions only if all means of exit and fire protection
‘measures are in place and continuously maintained for
the occupied part of the building
PART 4 FIRE AND LIFE SAFETY.
3.4.3.2 A high rise building during construction shall
be provided with the following fire protection measures,
‘which shall be rmaintaited in good working condition
at all the times:
a) Dryriser of minimum 100 mm diameter pipe
with hydrant outlets on the floors constructed
with a fire service inlet to boost the water in
the dry riser and maintenance should be in
cordance with good practice [4(5)}.
bv) Drums of 2 000 litre capacity filled with water
with two fire buckets on each floor,
c) A water storage tank of minimum 20 000 litre
capacity, which may be used for ather
construction purposes also.
wv3.4.4 Maximum Height, Floor Area Ratio and Open
Spaces
3.4.4.1 Every building shall be restricted in its height
above the ground level and the number of storeys,
depending upon its occupancy and the type of
construction. The height shall be measured as specified
in Past 3 “Development Control Rules and General
Building Requirernents? of the Code. The maximum
permissible height for any combization of occupancy
and types of construction should necessarily be related
(o the width of street fronting the building, or floor
area ratios and the local firefighting facilities available.
NOTE — Setback distences (according tothe permissible
height foreach type of building as per the accupancy), width
of steetsprovicing approach to the building, permitted floor
trea ratio (FAR), permitted open space around oF inside
bwileings, provision of adequate pussagevay and clearances
‘equired for firefighting vehicles, te shall be stctly govermed
by the provisions of Part 3 ‘Development Conteol Rules and
General Butlding Requirements’ ofthe Code.
3.4.4.2 Floor area ratio
‘The comparative floor area ratios for different
occupancies and types of constuction are given in
Table 2 (see also Part 3 “Development Control Rules
‘and General Building Requirements’ of the Code),
3.4.4.3 The requirements of open space around the
building(s) shall be in accordance with Part 3
Development Control Rules and General Building
Requirements’ of the Code.
3.4.8 Openings in Fire Resistant Walis and Floors
3.4.5.1 At the time of designing openings in fire
resistant walls and floors, particular attention shall be
paid to all such factors which limit fire spread through
these openings and maintain fire rating of the structural
members.
3.4.5.2 For Types 1 to 3 constructions, a doorway or
opening in a fire resistant wall on any floor shall be
limited to 5.6 m? in area witha maximum height/width-
£2.75 m, Every wall opening shall be protected with
fire-resisting doors, having the fire rating of not less
than 120 min. The openings in the floors shall be
protected by vertical enclosures extending above and
below such openings, such enclosures having a fire
resistance of not less than 120 min and all openings
therein being protected with a fire-resisting assembly
as specified in 3.4.5.6,
Forescalator openings, the smoke spill shall beavoided
by provision of smoke barrier (of 450-600 mm) thereby
creating. smoke compartment. Further, the protection
shall be ensured through installation of sprinklers on
all sides of the cut out opening on each floor (see Fig. 3
for details),
3.4.5.3 For Type 4 construction, openings in the fire
separating walls or floors shall be fitted with 120 min
fire-resistance rated assemblies
20
‘Table 2 Comparative Floor Area Ratios for
Occupancies Facing One Public Street
af least 9 m Wide
(Clause 3.4.4.2)
St Gceupaney ‘Type of Construction
No. Classtieaion
woo
‘Type Type Type Type
w TEE tees eg
2 oe © © ©
Residential woo20 «lato
Eiivational uw 20 ato
Institational © 1s 10 os
Ascembly Uw 1 07 os
Business Ww 29 23 16
Mercantile 80 18 ta tp
Unduserial 75 18 16 13
Storage GeeNowS) 60 1S 13 (0
Hazardous 28 Lt 08 NP
(ee Note 5)
UL — Valiaite,
[NP = Not permed. .
NOTES
1 The FAR values given in this table are subject to overall
‘estrorons ou the eight of bullngs inthe are of eduestiona,
instinutonal, assembly, stvage and hazardous occupancies as
specified in col 2 of Table?
2 This table bas been prepared, caking into account the
‘combustible content in the cifferent aecipencies as wells the
fre resistance offered by the type of tonstcucton,
3 This table should be mectied by the Autti, teking inte
‘secount ihe other aspect a5 given below:
4) Density in eems of dwelling units per heetave
') Teaflic considerations,
©) Parking spaces,
4) Local fire-fighting feciliie; and
©} Water supply, drainage and sanitition requirements,
4 The FAR values specified inthis table may be inoteased by
20 percent forte following services:
8) A basement or celle spece under» building constructed
on stilts and used as paring space and ait cnaiioning
plant room used as accessory tothe principal use,
>) Watchean's Lath, pump house, garbage shaft, electic
ahi or substation and other utility structures meant
forthe services of the building under enesiderations;
©) Projections and accessory buildings. as specifically
‘exempted under the Code; ane
4) Staircase coam and lift roams above the topmost sorey;
rohitectual feature; and chimneys and elevated tas
of dimensions as permissible under the Code; the area
‘of the lift shalt shall be taken only an one floor.
5 Inso far as single storey storage and hazardous occupancies
are concemed, they would be further governed by volume to
plot area ratio (VPR) to be decided by the Authosty.
3.4.5.4 Service ducts and shafts
Openings in walls or floors which are necessary to be
provided to allow passages of all building services like
cables, electrical wirings, telephone cables, plumbing
pipes, ete, shall be protected by enclosure in the form
of ducts/shafts having a fire resistance not less than
120 min. The inspection door for electrical shafts/ducts
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shell be not less tha 120 min, Further, medium and
low voltage witing running in shafte/ducts, shall either
be armoured type or run through metal conduits.
‘Tue space between the electrical eablesiconduits and
the walis/slabs shall be filled in by a fire stop material
having fite resistance rating of aot less than 120 min.
‘This shall exclude requirement of fire stop sealing for
low votiage services shaft
For plumbing shafts in the core of the building, with
shaft door opening inside the building, the shafts shall
have inspection doors having fire resistance rating not
less than 30 min,
For plumbing shafts doors which open in wet areas or
in naturally Ventilated areas or on externat wall of the
building, the shafts may not require doors having any
specified fire rating.
[NOTE — fe the case of buildings where itis necessary to lower
or liftheavy machinery or goods from one floor othe other, it
‘nay be nesessery to provide larger openags in the Door. Such
‘openings shall be provided with removable covers which shall
ave the some stengih and fice resistance es the floor.
348.5 Refuse chutes
Refuse chutes, if any provided in a building, shall have
opening at least 1 m above roof level for venting purpose
and they shall havean enclosure wall ofnon-combustible
material with fire resistance of not less than 120 min,
‘They shall not be located within the staircase enclosure
‘or service shafts or air conditioning shafis, Refuse chutes
inspection panel and doors ehall be tight fitting with
(60 min fire resistance. Sprinkler protection system shall
be provided for the refuse chutes. Refuse chutes shall be
a: least 6 m away from exits.
PART 4 FIRE AND LIFE SAFETY
3.4.5.6 Vertical opening
Every vertical opening between the floors of a building
shall be suitably enclosed or protected, as necessary,
to provide the following
a) Reasonable safety to the occupants while
using the means of egress by preventing spread
of fire, smoke, or fumes through vertical
openings from floor to floor to allow
‘occupants to complete their use of the means
of egrets. Further it shall be ensured to provide
aclear height of 2 100 mm in the exit access,
b) Limitation of damage to the building and its
contents.
3.4.6 Electrical Installation
3.4.6.1 For requirements regarding electrical
installations from the point of view of fire safety,
reference may be made to good practice [4(6)] and
Part 8 “Building Services, Section 2 Electrical and
Allied Installations’ of the Code.
In general, it is desirable that the wiring and cabling
are with flame retardant property. Medium and low
‘voltage wiring running in shafts, and within false ceiling
shall nin in metal conduit. Any 230 V wiring for lighting
‘or other services, above false ceiling, shall have 660 V
grade insulation.
‘The electric distribution cables/wiring shall be laid in
a separate shaft. The shaft shall be sealed at every floor
with fire stop materials having the same fire resistance
as that of the floor. High, medium and low voltage
wiring running in shaft and in fal$e ceiling shall ran in
separate shaft/eonduitsican Sea UST ARON
‘Water mains, gas pipes, telephone lines, intercom lines
ot any other service line shall not be laid in the duct for
electrical cables; use of bus duets/solid rising mains
instead of cables is preferred
Ail metallic items like steel structural members, ete,
shall be bonded properly to the earthing system.
3.4.6.2 Emergency power for fre and life safety systems
Emergency power supplying distribution system for
critical requirement for functioning of fire and life
safety system and equipment shall be planned for
efficient and reliable power and control supply to the
following systems and equipment where provided:
a) Fite pumps.
b) Pressurization and smoke venting; inetucing
its ancillary systems such as dampers and
actuators,
©) Fireman’s lifts (including alt lifts).
® Exitsignage lighting.
©) Emergency lighting
9) Firealarmn system.
8) Public address (PA) system (relating to
‘emergency voice evacuation and annunciation).
bh) Magnetic door hold open devices.
J) Lighting in fre command centre and security
reom.
Power supply to these systems and equipment shall be
from normal and emergency (standby generator) power
sources with changeover facility. If power supply, is
from HV source and HV generation, the transformer
should be planned in standby capacity to ensure
continuity of power to such systems. Wherever
‘transformers are installed at higher levels in buildings
and backup DG sets are of higher voltage rating, then
dual redundant cables shall be taken to all transformers,
‘The generator shall be capable of taking starting current
of all the fire and life safety systems and equipment as
above. Where parallel HV/LV supply from a separate
substation fed from different grid is provided with
appropriate transformer for emergency, the provision
of generator may be waived in consultation with the
Authority.
The power supply to the panel/distribution board of
these fire and life safety systems shall be through fire
roof enclosures or citcuit integrity cables or through
alternate route in the adjoining fire compartment to
ensure supply of power is reliable to these systems'and
equipment. It shall be ensured that the cabling from
the adjoining fire compartment is protected within the
compartmentof vulnerability. The location of the panel
distribution board feeding the fire and life safety system
Shall be in fire safe zone ensuring supply of power to
these systems
2
Citonits of such emergency system shall be protected
atorigin by an automatic circuit breaker with its no-vole
coil removed. Master switches controlling essential
service circuits shall be clearly labelled
Cables for fire alarm and PA system shail be laid in
metal conduits or armoured to provide physical
segregation from the power cables
3.4.6.3 Substation/Transformers
Areas in substation shal! not be used as storage/dump
areas or for other utility purposes other than those
required for the functioning of the substation.
‘The substation area should be adequately ventilated.
An independent, ventilated or air conditioned MV panel
room shall be provided on the ground level or first
basement. This room shall be provided with access from
outside (or through exit passageway accessible from
outside). The MV panel room shall be provided with
fire resistant walls end doors of fire resistance of not
Tess than 120 min.
Ifthe licensees agree to provide meters on upper floors,
the licensees" cables shall be segregated from
‘consumers’ cables by providing « partition in the shaft,
Meter rooms on upper floors shall not open into
staircase enclosures and should be ventilated directly
{to open air outside or in electrical room of 120 min fire
resistant walls
Electrical MV main distribution panel and lift panels
shall be provided with CO,linert gas flooding system
for all pane! compartments with a cylinder located
beside the panel,
3.4.6.3.1 Oil filled substation
A substation or a switch-station with oil filled
equipment shall be limited to be installed in utility
building or in outdoor location. Such substation/utiity
building shall be at least 7 m away from the adjoining
building(s).
Substation equipment (exceeding oil capacity
of 2.000 litre) in utility building shall have fire rated
bafile walls of 240 min rating constructed between
such equipment, raised to at least 600 mm above the
height of the equipment (including height of oil
conservators) and exceeding 300 mm on each side of
the equipment.
All transformers where capacity exceeds 10 MVA shall
be protected by high velocity water spray systems of
nitrogen injection system.
3.4.6.3.2 Dry type substation :
‘Transformers located inside a building shall be of dry
type and all substation/switch room walls, ceiling, floor,
opening including doors shall have a fire resistance
NATIONAL BULLDING CODE OF INDIA 2016raling of 120 min. Access to the substation shall be
provided from the nearest fire exiv/exit staircase for
the purpose of electrical isolation,
3.4.6.4 Standby supply
Diesel generator set(s) shall not be installed at any floor
other than ground/first basement. If the same are
installed indoors, proper ventilation and exhaust shall
be planned. The DG set-room shall be separated
by 120 min fire resistance rated walls and doors,
‘The oil tank for the DG sets (if notin the base of the
1G) shall be provided with a dyked enclosure having
a volumetric capacity of at least 10 percent more than
the volume of the oil tank. The enclosure shall be filled
with sand for a height of 300 mm,
For detailed information regarding fire safety
requirements for hazardous petroleum products,
reference may be made to The Petroleum Act, 1934
and the Rules framed thereunder.
3.4.6.5 Lightning protection of buildings
Routing of down conductors (insulated or uninsulated)
of lightning protection through electrical or other
service shafts are not allowed as i can create fire and
explosion during lightning. For details, see Part 8
“Building Services, Section 2 Electrical and Allied
Tnstallations’ of the Code.
34.7 Escape Lighting and Exit Signage
Exit access, exits and exit discharge shall be properly
identified, with adequate lighting maintained in the
elements of the egress systems so that all occupants
shall be able to leave the facility safely.
3.4.7.1 Lighting
a) The exit, exit access and exit discharge
systems shall be illuminated continuously. The
floors of the means of egress shall be
illuminated at all points, including angles and
intersections, in corridors and passageways,
stairwells, landings of stairwells and exit.
_») Emergency lighting shall be powered from a
source independent of that supplying the
normal lighting,
©) Escape lighting shall be capable of,
1), indicating clearly and unambiguously the
escape routes;
2) providing adequate illumination along
such routes to allow safe movement of
persons towards and through the exits;
and
3) ensuring that fire alarm call points and
firefighting equipment provided along the
escape routes can be readily located.
PART 4 FIRE AND LIFE SAFETY
) The horizontal luminance at floor level on the
centreline of an escape route shatl not be less
than 10-lumen/m?. Jn addition, for escape
routes up to 2 m wide, 50 percent of the route
‘width shall be Tit to a minimum of 5 lumen/n?
In auditoriums, theattes, concert halls and such
other places of assembly, the illumination of
floor exitfaccess may be reduced during period
of performances to velues not less than 2 lux.
¢) Required illumination shall be arranged such
that the failure of any single lighting unit, such
as the burning out of one luminaire, wll not
leave any area in datkness and does not
impede the functioning of the system further.
1) The emergency tighting shall be provided to
bbe put on within Ss of te failure ofthe normal
lighting supply. Also, emergency lighting shatl
be able to maintain the required itlumination
level for a period of not less than 90 min in
the event of failure of the normal lighting even
for smaller premises.
g) Battery pack emergency lighting, because of
its limited duration-and reliability, shall not
be allowed to be used intieu ofadiesel engine
driven emergency power supply.
h) Escape lighting luminaires should be sited to
cover the following locations
1) Near cach intersection of considers,
2) Atexits and at each exit door,
3) Near each change of direction in the
escape route,
4) Near each staircase 50 that each flight of
stairs receives direct light, 1
5) Near any other change of floor level,
6) Outside each final exit and close to it,
1) Near each fire alarm call point,
8) Near firefighting equipment, and
9) To illuminate exit and safety signs as
required by the enforcing authority
NOTE — For the parpose of this clause “neat” is
normally considered to be within 2m measured
horizontally,
j) The luminaires shall be mounted as low as
possible, but atleast 2m above the floor level.
K) Signs are required at all exits, emergency oxits
and escape routes, which should comply with,
the graphicrequirements of the relevant Indian
Standards.
3.4.7.2 Exit passageway (at ground) and staircase
lighiting shall also’be connected to alternative supply’
The alternative source of supply may be provided by
battery contimuously trickle chatged from the electric
mains.ed
ners
3.4.7.3 Suitable arrangements shall be made by
installing double throw switches to ensure that the
lighting installed in the staircase and the corridor does
not get connected to two sources of supply
simultaneously. Double throw switch shall be installed
in the service room for terminating the stand-by supply.
‘The emergency lighting system shall be well maintained
by periodical inspections and tests so as to ensure their
perfect serviceabitity at all times.
3.4.7.4 Buit signage
Where exit access is provided through corridorsipaths,
the occupants shall be able to easily identify the way to
exits, Exit signs shall be provided such that no point in
au exit access is more than 30 m from a visible exit
divectional sign. An exit sign indicating the direction
to an cxit shall be provided at all changes in direction,
Exits shail be clearly visible and the route to reach the
cexits shall be clearly marked and signs posted to guide
the occupants of the floor concemed. Signs shall be
illuminated and wired to an independent electrical
circuit on an altemative source of supply. The sizes
and colours of the exit signs shall be in accordance
with good practice [4(7)}.-Phe colour of the exit signs
shall be green
NOTS — This provision shall not apply to A-2 and A-é
‘ceupaticies less than 15 m in height
‘The exit sign with arrow indicating the way to the
escape ronte shall be provided ata suitable height from
the floor level on the wall and shall be illuminated by
electric ight connected to corridor circuits. All exit way
‘marking signs should be so instatled that no mechanical
damage shall occut to them due to moving of furniture
or other heavy equipment. Further, all landings of floor
shall have floor indicating boards prominently
indicating the number of the floor.
Photo luminescent markings shall be pasted at intemal
hydrant boxes.
3.4.8 dir Conditioning, Ventilation and Smoke Control
3.4.8.1 Air conditioning and mechanical ventilation
requirements of different rooms or areas in any
occupancy shall be 95 given in Part 8 ‘Building
Services, Section } Lighting and Natural Ventilation”
and “Section 3 Air conditioning, Heating and
Mechanical Ventilation’ of the Code.
Air conditioning and ventilating systems shall be so
installed and maintained as to minimnise the danger of
spread of fire, smoke or fumes fiom one floor to other
or from outside to any occupied building or structure,
Many high-rise buildings integrate smoke management
systems into their conventional HVAC systems. In such
installation, it requires special design considerations,
24
including safe and adequate controls, acceptable and
documented testing and reguler maintenance systems,
Wherever batteries are provided, the same shall be
segregated by 120 min fire rated construction,
Ventilation to the room shall be provided as per
‘manufacturer's instructions,
3.4.8.2 Air handling unit
3.4.8.2.1 From fire safety point of view, separate air
handling units (AHU) for each floor shall be provided
80 as to avoid the hazards arising irom spread of fire
and smoke through the air conditioning ducts. The air
ducts shall be separate from each AHU to its floor and
inno way shall interconnect with the duct of any other
floor. Within a floor it would be desirable to have
separate air handling unit provided for each
‘compartment,
Airhandling unit shall be provided with effective means
{for preventing circulation of smoke through the system
in the case of a fire in air filters or from other sources
drawn into the system, and shall have smoke sensitive
devices for actuation in accordance with the accepted
standard [4(8)] and control
3.4.8.2.2 Shafts or duets, if penetrating multiple floors,
shall be of masonry construction with fire damper in
connecting ductvork or shall have fire rated ductwork
with fire dampers at floor crossing. Altematively, the
duct and equipment may be installed in room having
walls, doors and fire damper in duct exiting/entering
the room of 120 min fire resistance rating, Such shafts
and ducts shall have all passive fire control meeting
120 min fire resistance rating requirement to meet the
objective of isolation of the floor from spread of fire to
‘upper and lower floors through shaft/duct work,
NOTE — Zoned and compartmented HVAC systems are
encouraged with an approach to avoid common exhaust shafts
and fresh tir intake chats which will Timi the requcement of
suck passive measure and fre rated duct work and damper,
3.4.8.2.3 The air filters of the airhandling units shall
bbe made of non-combustible materials.
3.4.8.2.4 The air handling unit room shall not be used
for storage of any combustible materials.
3.4.8.3 Duct work
3.4.8.3.1 Air ducts serving main floor areas, corridors,
cic, shall not pass through the exits/exit passageway?
exit enclosure. Exits and lift lobbies, etc, shall not be
used as return air passage,
3.4.8.3.2 As far as possible, metallic ducts shall be used
‘even for the retura air instead of space above the false
ceiling,
3.4.8.3.3 Wherever the ducts pass through fire walls or
floors, the opening around the ducts shall be sealed
NATIONAL BUILDING CODE OF INDIA 2016
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with materials having fire resistance rating of the
compartment. Such duet shall also be provided with
fire dampers at all fire walls and floors unless such
duets are required to perform for fire safety operation;
and in such case fire damper may be avoided et fire
wall and floor while integrity of the duct shall be
rmeintained with 120 min fire resistance rating to allow
the emergency operations for fire safety requirements,
3.4.8.3-4 The ducting within compartment would
require minimam fire resistance rating of 30 min. Such
ducting material in substantial gauge shall be in
accordance with good practice (4(9)]. If such duet
‘crosses adjacent compartment/floor and not having fire
dampers in suck compartment/floor, it would require
fire resistance duct work rating of 120 min. ‘The
requitements of support of the duet shall meet its
‘unctiotal time requirement as above,
3.4.8.3.5 The materials used for insulating the duct
system (inside or outside) shall be of non-combustible
type. Any such insulating material shall not be wrapped
of secured by any material of combustible nature.
3.4.8.3.6 Inspection panels shall be provided in the
ductwork to facilitate the cleaning accumulated dust in
ducts and to obtain access for maintenance of fire
dampers,
a) Atthe fire separation wall,
b) Where ducts/passages enter the vertical shat,
©) Where the duets pass through floors, and
4) At he inlet of supply air duct and the return
air duct of each compartment on every floor.
3.4.8.4.2 Damper shall be of motorized type/fusible
Jink. Darnper shall be so installed to provide complete
integrity of the compartment with all passive fire
protection sealing. Damper should be accessible-to
‘maintain, test and also replace, if sp required. Damper
shall be integrated with Fire Alarm Panel and shall be
sequenced to operate as per requirement and have
interlocking arrangement for fire safety of the building.
Manual operation facilities for damper operation shall
also be provided,
3.4.9 Heating
3.4.9.1 Installation of chimney and heating apparatus
shall be ia accordance with good practice [4(10)],
3.4.9.2 Boiler rooms
3.4.9.2.1 Provisions of boiler and boiler rooms shall,
conform to The Boilers Act, 1923.
3.4.9.2.2 Pucther, the following additional aspects may
bbe taken into account in the Locatjon of boiler room:
a) The boilers shall be installed in a fire resisting
100m of 180 min fire resistance sating
b) Entry to this room shall be provided with a
composite door of 120 min fire resistance
rating.
©) The boifer room shall be provided with its
dedicated natural or mechanical ventilation
systema, Mechanical ventilation system for the
boiler room would be accepted with 120 min
fire resistance rating ductwork, if it has
interface with other mechanical areas
‘Ventilation system should not be allowed to
be routed through clectrical room area or
through exit corridorfexits,
4) The oil tank for the boiler shalt he provided
with 2 dyked enclosure having a volumetric
capacity of atleast 10 percent more than the
volume ofthe oil tank. The enclosure shall be
filled with sand for a height of 300 mm.
34.10 Glazing
3.4.10.1 The glazing shall be in accordance with Part 6
“Structural Design, Section 8 Glass and Glazing’ of the
Code. The entire glazing assembly shall be rated to
that typeof construction as given in Table 1. This shall
Poe 3.4.8.4 Fire or firesmoke dampers be applicable along with other provisions of this Part
{Oe 3.4.8.4.1 These dampers shall be evaluated tobe located elated to respective uses as specified therein. The use
in supply air ducts, fresh air and return air cuctsy of glass shall not be permitted for enclosures of exits
© passages at the following points: and exit passageway.
3.4.10.2 Glass facade shall be in accordance with the
following:
4) For fully sprinktered buildings having fire
separation of 9 m or more, tempered glass in
a non-combustible assembly, with ability to
hold the glass in place; shall be provided, Tt
shall be ensured that sprinklers are located
within 600 mm of the glass facade providing
fall coverage to the glass,
NOTE — Incase of al other buildings, fre resistance
rating of glass facade shall be in accordance with
Table 1
b) All gaps between floor-slabs and facade
assembly shall be sealed tall evels by approved
fire resistant sealant material of equal fire rating
as that of floor slab to prevent fire and smoke
propagation from one floor to another.
©) Openable panels shall be provided on each
floor and shall be spaced not more than 10m.
apart méasured along the extemal wall from
centre-to-centre of the govess openings. Such
‘openings shall be operable at a height between
1.2:mand'T.5 m from the floor, and shall be in
PART 4 FIRE AND LIFE SAFETY 25
SSO6CS
Oothe form of openable panels (fre necess panels)
Of size not less than 1 000 mma x 1000 mm
‘opening outwards, The wordings, “FIRE
OPENABLE PANEL — OPEN IN CASE OF
FIRE, DO NOT OBSTRUCT” of at least
25 mm letter height shall be marked on the
internat side, Such panels shall be suitably
distributed on each oor based on occupant
‘concentration, These shall not be limited to
Cubicle areas-and shall be also located in
Common areas/eortidors to facilitate access by
the building occupants and fire personnel for
smoke exhaust in times of distress.
34.11 Suaface Interior Finishes
3.411
The use of combustible surface finishes on
walls (including facade of the building) and ceilings
affects the safety of the occupants of a building. Such
finishes tend to spread the fire and even though the
structural elements may be adequately fire resistant,
serious danger to life may result. Tt is, therefore,
essential
to have adequate precautions to minimise
spread of flame on wall, facade of building and ceiling
surfaces.
The finishing materials used for various
ssurfages and decor shall be such that it shall not generate
toxic smoke/fumes,
3.4.1.2 The susceptibility of various types of wall
surfaces to fire is determined in terms of the rate of
Spread of flame. Based on the rate of spread of flame,
surfacing
‘material shall be considered as divided into
fourclasses as follows (see also good practice [4(11)}}:
a) Class 1 Surfaces of very low flame spread,
b) Class 2 Surfaces of low flame spiead,
©) Class 3 Surfaces of medium flame spread.
4) Class 4 Surfaces of rapid flame spread
3.4.11.3 The uses for which surface materials falling
into various classes shall be adopted in building
constmuction are given below:
lass} Class 2 Class 3
o @ ® ;
Ot
Maybe — May be used May be used only in
wsedin in any living rooms and bed
any situation, rooms (but not in
situation except on rooms. on the roof)
walls, facade and only as a lining
of the to solid walls and
building, partitions; not on
stairease and staircases or
corridors comidors or facade
of the building,
wors—
Paneling (lining) shall be permitted ina imited rca,
1 shall not be permitied in a vestibule
Soe EEE et
26
3.4.11.4 Materials of Class 4 which include untreated
Wood fiberboards may be used with due fire retardant
treatment as cciling lining, provided the ceiling is at
least, 2.4 m rom the top surface of the floor below,
and the wall surfaces conform to requirements of class
[see Note wader 3.4.11.3). Class 4 materials shall not
be used in kitchens, corridors and staircases. Some
materials contain bicumen and, in addition to risk from
spread of fire, emit dense smoke on burning; such
materials shall be excluded from use under these
‘conditions and shall also not be used for construction
of ceiling where the plenum is used for retum air in
air conditioned buitdings.
3.4.11.5 When frames, walls, partitions or floors are
lined with combustible materials, the surfaces on both,
sides of the materials shall conform to the appropriate
class, because there is considerable danger from fire
starting and rapidly spreading within the concealed
cavity unknown to the occupants whose escape may be
hampered thereby. For detailed information on
materials and details of construetion with their fire
resistance rating, reference may be made to good
practice (4(12)]
3.4.12 Fire Command Centre (FCC)
4) Fire command centre shall be on the entrance
floor of the building having direct access, The
control room shall have the main fire slarm
panel with communication system (suitable
public address system) to aid floors and
facilities for receiving the message from
different floors.
b) Fire command centre shall be constructed with
120 min rating walls with a fire door and shall
beprovided with emergency lighting. Interior
finishes shall not use any flaramable materials,
All controls and monitoring of fire alarm
systems, pressurization systems, smoke
management systems shall happen from this
room. Monitoring of integrated building
management systems, CCTVs or any other
critical parametets in building may also be
from the same room.
©) Details of all foor plans along with the details
of firefighting equipment and installations
(2 sets laminated and bound) shall be
maintained in fire command centre.
4) The fire staff in charge of the fire command
centre shall be responsible for the maintenence
of the various services and firefighting
equipment and installations i coordination
with security, electrical and civit staff of the
building,
NATIONAL BUILDING CODE OF INDIA 2016
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c4 LIFE SAFETY
4.1 General
Every building shall be so designed, constructed,
equipped, maintained and operated as to provide
adequate means of egress to avoid undue danger to the
life and safety of the occupants fom fire, smoke, fumes
or panic during the time period necessary for escape.
For high occupancy areas, it may be required to have
anmunciation, announcements and voice guidediaided
system to direct the occupants towards safe egress
routes, areas of comparative safety orexits, and to avoid
situation of panic during distress.
Every main occupancy may have certain occupancies
which may be incidental to the main occupaney. The
exit requirements pertaining to such incidental
‘occupancies from the floorof the occupancy to the level
of exit discharge shall be calculated to meet the
requirement of the actual occupancy of such type, to
ensure adequate means of egress of the occupants.
‘See aiso 13 of Part 3 ‘Development Control Rules and
General Building Requirements’ of the Code for
accessibility for elderly and persons with disabilities,
for various requirements for enabling a smooth and safe
caress,
4.2 General Exit Requirements
4.2.1 An exit may be ¢ fire exit doorway; an intemal
staircase, exit passageway, external doorway, external
staircase and these having access fo the streei or to a
Veranda or to a refuge area or to the terrace or roof of
building. An exit may also include a horizontal exit
leading to an adjoining building/fire compartment
hhaving its further access to unlocked/public exit at the
same level
4.2.2 Unless otherwise specified, lifts, escalators,
moving walks and revolving doors shall not be
considered as exits and shall not constitute any part of
the required exit.
4.2.3 very exit, exit passageway and exit discharge
shall be continuously maintained free of all obstructions
or impediments to full use in the case of fire or other
emérgency,
4.2.4 Every building having human occupancy shall
be provided with exits sufficient to permit safe egress
of occupants, in ease of fire or other emergency.
4.2.5 In every buildizig or structure, exits shall comply
with the minimum requitemeits of this Part, except
those not accessible for general public use
4.2.6 No building shalt be so altered as to reduce the
number, width or protection of exits to less than that
required,
PART 4 FIRE AND LIPE SAFETY
4.2.7 For non-naturally ventilated areas, fire coors with
120 min fire resistance rating shall be provided and
particularly at the entrance to lift lobby and stair well
where a ‘funnel or flue effect’ may be created, inducing
an tipward spread of fire, to prevent spread of fire and
smoke.
4.2.8 Exits shali be so arranged that they may be reached
without passing through another occupied unit/passage
in others control, if they pose challenge or restriction
in means of egress.
4.2.9 Doors in exits shall open in the direction of exit.
In case of assembly buildings (Group D) and
institutional buildings (Group C-1), exit door shall not
open immediately upon a flight of stair and all such,
entries to the stair shall be through a landing, so that,
such doors do not impede movement of people
descending from a higher floor when fully opened (see
Fig. 4A), While for other occupancies, such doors shall
not reduce the pathway in the landing by more then
half the width of such staircase (see Fig. 4B). Over-
head or sliding doors shat! not be installed.
4.2.10 At least half of the required exit stairs fom
‘upper floors (rounded to the next higher number) shall
discharge directly to the exterior or through exit
passageways.
4.2.11 Unless otherwise specified, all the exits and exit
passageways to exit discharge shall have a clear ceiling
height of at least 2.4 m. However, the height of exit
door shal! be at least 2.0 m (see Fig. 5).
4.2.12 Where changes in elevation of more than
300 mn are cucountered in the exits, ramps or sloped
surfaces shall be used with handrails and floor finish
‘materials that contrast withthe adjacent finish materials,
4.2.13 The capacity of the means of egress required
from any storey of the building shal! not be reduced
along the path of egress travel until arrival to the exit
discharge.
4.2.14 The lifts, escalators, moving walks, tumstiles
and revolving doors shall not be considered in
determining the required capacity of means of egress
for the individual floor(s) or the building.
4.2.15 Turnstiles or similar devices that restrict travel
to one direction or that are used to restrict unauthorized
entry shall not be so placed as to obstruct any required
means of egress. Alternative door openings of required
exit width shall be available within 3 m of such devices,
if installed.
4.2.16 Suitable means shall be provided so that all
access controlled exit doors, tumstiles, boom barriers
and other such exits shall automatically operate to open
mode during emergencies like fire, smoke, acts. of
21suscestep Lacanion
OF WETRISER FIRE —
HyDRaNt
cLear oF
DOOR OPENING
NOTE — Daot width shal be based an type of occupancy.
4A MINIMUM REQUIRED UNOBSTRUCTED CLEARANCE WITH DOOR LEAF ENCROACHING ON LANDING IN
INSTITUTIONAL AND ASSEMBLY BUILDINGS
A> REQUIRED WIDTH
48 MINIMUM REQUIRED UNOBSTRUGTEO CLEARANCE WITH DOOR LEAF ENCROACHING ON LANDING
Fra. 4 Door Location ar Lanpine mv Fire Exrrs
terrorism, etc, so that people can safely and quickly
egress into safe areas outside, If required, a master
controlling device may be installed at a strategic
location to achieve this.
4.2.17 Penetrations into and openings through an exit
are prohibited except those necessary like for the fire
protection piping, duots for pressurization and similar
life safety services, Such openings as well as vertical
passage of shaft through floors shall be protected by
passive systems.
4.2.18 Walking surfaces in.exit access stall comply
with the following requirements for smooth exit:
a) Walking surfaces shall be nominally level.
b)_ The slope of walking surface in the direction
of travel shall not exceed 1 in 20 unless the
vamp requirements are met (see 4,4.2.4.3.5).
©) Slope perpendicular to the direction of travel
shall not exceed I in 48,
4) Walking surfaces shall be slip-resistant along
the entire path of travel
42.19 Basement
a) Basement exits shall be sufficient to provide
for the capacity ofthe basement as determined
in accordance with 4.4.2.1, In no case shall
there be less than two independent basément
exits,
») Basements having incidental occupancies to
main occupancy shall be planned with exit
requirements of the basements for the actual
occupancy within the basement.
©) Where basement is used for car parking and
also there is direct approach fromr any
NATIONAL BUILDING CODE OF INDIA 2016@ 9 ot
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EXIT C1SCHARGE
j—2000-—=|
2400
xm aocess.
EXIT Access| EXIT YwTH EXIT PASSAGEWAY AND EXIT DISCHARGE
Fic, 5 Minimum Heap Room Measurement
‘occupancy above to the basement, door
openings leading to the basement shall need
to be protected with fire doors with 120 min
fire rating, except for exit discharge doors
from the basements.
4.3 Occupant Load
For determining the exits required, the number of
persons within any floor area or the occupant load shall
‘be based on the actual number of occupants declared,
but in no case less than that specified in Table 3. The
occupant load of a mezzanine floor discharging to a
floor below shall be added to that floor occupancy and
the capacity of the exits shall be designed for the total
ocoupancy load thus established.
‘The occupant load of each story considered individually
‘Table 3 Occupant Load
(Clauses 4.3 and 4.4.2.1)
st ‘Group ot Occupsney ‘Occupant Load Factor
Na, ‘a/person)
(Gee Note 1)
a @ ®
1) Group A: Residential 12.50
8} Group B: Eoucational 400
iil) Group C: Institutional (see Note 2)
8) Indoor patients area 15.00
8) Outdoor patents area 100.
iv)" Group: Assembly:
4) Concentrated use without fixed seating 06s
) Less concentrated use without fixed seating (soo Note 3) 140
©) Fixed senting see Noted
Dining areas and restaurants with seating and table 180)
¥) Group F: Mercantile:
8) Street oor and sales basement 300,
0) Uppersales ocr i)
©). Storage/wavehouse reqeiving and the like 20.00
vQ Group E: Business 10.00
vi) Group G: Industrial 10.00
iil) Group H: Storage (see Note 5) 30000
1) Group J: Hazardous 10.00
ores
1 Gross
2 shall be the oor area as defined in 2.35. All factor expressed are in gross area unless marked net
2 Occupant load in dormitory portions of homes for the aged, orphanages, insane asylums, etc, where sleeping secommodation is
‘provided, shall be calculated st not less than 7.5 t grdss floor azea/person.
43 These shal! include gymnasium, teble tennis room, billiard room and other gaming rooms, library, swimming pool and like
4 In case of assembly occupancy having fixed seas, Uke occupant load shall be éeermined by multiplying the number of sees by 1.2
5 Car paring areas under cecupancy other than storage shall also be 30 mi? per person,
PART 4 PIR AND LIFE SAFETY
29shall be required to be used in computing the number
of means of egress at each story, provided that the
required number of means of egress is not decreased
in the direction of egress travel.
‘The assembly occupancies and call centres shall be
required to display, limiting occupant load details
positioned in a conspicuous place near the entrance of
each of such respective occupancy to avoid possible
overcrowding and overloading. The display shall
preferably be engraved on ametal plate of not ess than
300 mm * 200 mm, with letters of height and width not
less than $0 mm, with detail of occupancy, area and
‘occupaney load (see figure below).
‘The capacity of any open mezzanine/balcony shall be
added to the capacity of the floor below for the purpose
of determining exit capacity,
MAXIMUM OCCUPANCY
PERSONS PERMITTED
WITHIN THIS SPACE/ROOM
IT IS CONFIRMED THAT THE FIRE EXITS
ARE PLANNED FOR EGRESS OF THE
OCCUPANCY AS MENTIONED ABOVE AND.
OCCUPANCY MORE THAN THE ABOVE IS
NOT PERMITTED IN THE SPACE/ROOM AS.
FOLLOWS:
SPACE/ROOM DETAIL:
FLOOR NO.
Sten:
(MANAGERIAUTHORZED SIGNATORY)
4.4 Egress Components
Egress components to be considered are the number of
exits to which access is provided, capacity of exit
access, uavel distance to an exit, the obviousness of
the direction to an exit, and any hindrance including
due to seourity issues involved.
44.4 Exit Access
8) A common path of travel is desirable in exit
access which leads to two independent
directions to separate exits
b) Capacity of exit access — The width of
corridors, aisles or ramps required for exit
access shall be sufficient to ensure a smooth
flow of occupants tothe exit. Where a corridor
is the only way ofaccess to anexit, the corridor
width shall not be less than the calculated exit
width
©) Objects like tables, chairs or any other
temporary/permanent structures in exit access
corridors shall be avoided as this mey result
in congestion and also impeding smooth flow
of personne! during emergencies,
) In order to ensure that each element of the
means of egress can be effectively utilized,
they shall all be properly lit and marked.
Lighting shall be provided with emergency
power back-up in ease of power failures. Also,
exit signs of adequate size, marking, location,
and lighting shall be provided so that all those
‘unfamiliar with the location of the exits may
safely find their way.
©) Exitraccess to fireman’s lift and refuge area
on the floor shall be step free and clearly
signposted with the international symbol of
accessibility
1) Exit access shall not pass through storage
rooms, closets or spaces used for similar
purpose,
8) Thecalculation of capacity of exit access shall
be in accordance with 4.4.2.4
4.4.2 Exits
4.4.2.1 Mumber of exits
‘The minimum required number of exits in a building
shall be determined based on occupant load (see
Table 3) and width required per person (see Table 4)
as appropriate to the type of exit.for respective
occupancies, subject to complying with maximum
travel distance requirement (see Table 5)
4.4.2.2 Arrangement of exits
8) Exits shall be 0 located that the travel distance.
on the floor shall not exceed the distance given
in Table 5
b) Travel distance shall be measured fom the
most remote point within a storey or a
‘mezzanine floor along the natural and un-
obstructed path of horizontal or vertical egress
travel to the door to an exit.
©) The dead end corridor length in exit access
shall not exceed 6 m for educational,
institutional and assenibly occupancies. For
other occupancies, the same shall be 15 m
(see Fig. 6)
4) Exits shall be placed as remoté from each other
as possible and shall be arranged to provide
direct access in separate directions fiom any
point in the area served.
NATIONAL BUILDING CODE OF INDIA 2016a
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Fic, 6 Deap Enp Corripor
44.2.3 Capacities of means of egress
a) Exit capacity is the number of people that can
pass through a stairway, and level components
(door and corridor) and ramps. The total
capacity ofall the respective means of egress
serving a floor shall be sufficient to allow
‘egress of the entire population of the floor.
©) The unit of exit width, used to measure the
capacity of anyeexit, shall be 500 mm. A clear
width of 250 mm shall be counted as an
additional half unit, Clear widths less than
250 mm shall not be counted for exit width.
©) Width per person for stairways, and level
components and ramps shall be determined
using the capacity factors in accordance with
Table 4
‘Table 4 Capacity Factors
[Clauses 4.4.2.1, 4.4.2.3(6) and 4.4.2.4.2(a)]
SI Occupancy ‘Width per Person
Ne. Grows mn
—
Stairways Level
Components
and Remps
oO @ ® o
i) Resideadial (Group a
i) Educational’ Group ayf 1? .
iil) Instiutiona! (Group ©), 15 3
iy) Assembly (Group D)
%) {Group )
vil) Mercantile © (Group) |” 1D 65
vit) Industrial — Qroup G)
vit) Storage (Group B)
ix) _Hezardous (Group) 18 10
PART 4 FIRE AND LIFE SAFETY
For example, if an exit doorway measures
1 000 mm in clear width, t would be defined
as providing exit capacity for 1 000/6.5
‘occupants, that is, 153 persons (say 150
persons) and number of such exit doorways
can then be calculated depending on the
occupant load.
‘When caleutating stairways, level components
and ramps and other exit means, the capacity
of the entire system shall have to be based
tupon the minimum capacity available from
any part of the system. The corridor, if so
provided shall also to be planned with
consideration of exit access adequacy for the
number of occupants. Further, consider the
situation of doors opening to an exit stairway.
If the stairway provides an exit capacity of
150 persons, and the doors leading into the
stairway provide an exit capacity of
153 persons, the overall exit system would be
considered to provide the minimum exit
capacity of only 150 persons afforded by the
stairway. The exit planning will be limited by
the most restrictive exit calculation under the
means of egress.
In the procedures for determining required
egress capacity, the number of required means
of egress is based on a floor-by-floor
consideration, rather than the accumulation of
the occupant loads of all the floors. However,
the number of means of egress cannot decrease
‘as an occupant proceeds along the egress path.
4.4.2.4 Types of exit access and exits
Various types of exit access and exits are doorways,
corridors and passageways, horizontal exits, internal
3tarin
and Construction ‘Type)
(Clauses 4.4.2.1 and 4.4.2.2)
‘Table 5 Travel Distance (Based on Occupancy
Maxinman Travel Distance
pee Ee
Type |
and
@
3000
30.00
3000
30.00
30.00
30.00
450
2.50
3000
2250
SI Oatipaney Group
ne
| w ®
| ‘) Resdaal Gop)
i i) Bexatoat(rece 3)
| 1) nstseoa (Gee C)
i 1) Asentiy (oe)
i Y) Business (Group &)
vi) Mercantile (Group F)
| 4 9) Indie (pO)
hoz
Sy
i vin) Stange (Grup 19
| I) Hanan (op
| notes
7 insented by 30 prea of he ues speci
\a
ia below the st basen nea akg
id
ramps,
Types3
anda
a
230
2230
2250
3000
30.00
30.00
See Nete3
4 For fully sprikieced building, the travel distance may be
2 Ramp shall not be counted as an exit in case of basements
3 Construction of Type 3 or Type 4 is not permitted
staircases, exit passageways, extemal staircases and
‘Requirements for each are as detailed below.
4.42
b)
4)
Q
ISR
Eaten
A Doorways
a) Every exit doorway shall open into an
enclosed stairway or a horizontal exit of a
corridor or passageway providing continuous
and protected means of egress (see Fig. 7 on
uunaccepted arrangement of doars in a stair).
No exit doorway shall be less than 1 000 mm
in width except assembly buildings, where
door width shall be not less than 2 000 mm
(see Fig. 8). Doorways shall be not less than
2.000 mm in height.
Exit doorways shall be operable from the side
which they serve, without the use of a key.
Mitrots shall not be placed on exit doors and
in exits to avoid confusion regarding the
direction of exit,
‘Revolving doors can be accepted as a
component in a means of egress where the
following requirements are fully complied
wit:
1), Doors shall be capable of collapsing to @
book fold position with parallel egress
paths, of width not less than 1 000 ram.
2), Doors shail not be located within 3 m of
‘the foot or top of stairs or escalators. A
disperSal area shall be provided between
the staits or escalators and the doors.
3) Each revolving door shall be provided
with a hinged door in the same wall within
3 m thereof, with same exiting capacity
4) Each revolving door shall be considered
4s capable of exiting only 5 persons
) ANT fire rated doors and assembly shall be
provided with certificate and labels
prominently indicating the manufacturer’s
‘identification, door details covering door type,
seriaV/batch number, month and year of
manufacture, fire resistance fating, etc. The
doors and assembly shall be certified with all
prescribed hardware such as hinges, locks,
panic bars, door closer, and door viewers.
8) Access controlled doors — Access controlled
doors and electromagnetic doors shail fall
under this category. ‘These shall meet the
following requirements: a
1) Doors shall have fire rating as per the
requirements at the location of
installation
2) Activation of the building automatic
sprinkler or fire detection system, if
provided, shall automatically ualock the
doors in:the-direction of egress, and the
doors shall remain unlocked wntil the
automatic sptinkler system or fire-alarm
system has been rhenually reset.
3) Loss of power to the part of the access
control system that locks the doors shali
splomatically unlock the doors in the
irection of egress.
4) A manual release device shall be provided
in the readily accessible Vicinity of the
egress door with a signage ‘PUSH TO
EXIT” and wien the same is operated, it
shall result in direct interruption of power
to the lock, independent of the access
control system electronics,
1b) Turnstiles — Turnstiles or similar devices that
restrict travel to one direction or are used to
collect fares or admission charges shall not
beplaced sos to obstruct any required meds
of egress unless door openings of required
width are available within 3 m thereof.
Turnstiles or such similar devices shall also
be disengaged through automatic or manual
intervention to allow egress in the direction
of exit.
J) _ Doors in folding partition shall notbe treated
as approved means of egress.
44.2.4.2 Corridors and passageways of means of
egress:
a) Corridors and passageways shall be of width
not less than the calculated aggregate width
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of exit doorways leading from them in the
direction of travel to the exit (see Table 4 and
Table 5).
b) Inthe case of buildings where there isa central
corridor, which is part of exit access, the doors
of rooms (except for rooms having assembly
occupancy) shall open inwards to permit
smooth flow of traffic in the corridor.
4.4.2.4 Staircases
44.2.43,1 General
‘The requirements of number of staircases shall
supplement the requirement of different occupancies
in 6.1 to 6.9.
All buildings, as mentioned in 1.2, shall have a
minimum of two staircases. The actual number of
staircases shall comply with the requirement of 4.4.2.1
All exit staircases shall discharge, at the level of exit
discharge, to the exit discharge, either,
a) directly, or
b) through an exit passageway, or
©) through @ large lobby.
At least 50 percent of the staircases shall discharge as
per (2) and/or (b) above.
PART 4 FIRE AND LIFE SAFETY
‘The minimum width of tread without nosing shall be
250 mun for staircdSe of residential buildings. This shall
bbe minimum 300 mm for assembly, hotels, educational,
institutional, business and other buildings. The treads
shall be constructed and maintained in a manner to
prevent slipping. The maximum height of riser shall be
190 im for staircase of residential buildings (A-2) and
150m for other buildings. The number of risers shall
be limited to 12 per flight.
‘The staircases may be internal staircases or extemal
staircases.
4.4.2.43.2 Internal staircases
‘The intemal staircases may be constructed with an
external wall, or otherwise, and shall comply with the
following:
8) Internal stairs shall be constructed of non-
combustible materials throughout, and shell
have fire resistantrating of minimusn 120 min,
b) A staircase shall not be arranged round a lift
shaft
©) Exits shall notbe used as a portion of a supply,
return or exhaust air system serving adjoining
areas, Any opening(s) shall aot be permitted
in walls or in doors, separating exits from
adjoining areas.
4) No flue chimney, clectromechanical
equipment, air conditioning units, gas piping
or electrical panels shall be allowed in the
stairway. *
©) Notwithstanding the detailed provision for
exits in accordance with 4.2 and 4.3, the
following minimum width shall be provided
for staizcases for respective occupancies
1) Residential (A-2) 1.00 m
NOTE —Forrow housing with
2 Soroys, the minimum wick
hal be 0.75 m.
2). Residential (A-1, 4-3 and
A-4)
1.25 m
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34
;
3) Residential hotel (A-5 and : 3.50 :m
A-6)
4) Assembly 2.00 m
NOTE — The wieth of state
may be abeepted to be 1.50 m
in case of assembly ocenpancy
having less than 150 persons
5) Educational 130m
6) Institutional 2.00 m
7) All other occupancies 150m
5) A handrail stall be provided on one side of
the staircase of width less than t 500 mm, and
on both sides of the staircase of width
1 500mm and more, The projection of
handrai(s) in the staircase width shall not be
‘more than 115 mm, All other requirements of
handrail shall be in accordance with Part 3
“Development Control Rules and General
Building Requirements’ of the Code,
8) Handrails may project inside the measured
width by aot more than 90 mm,
h) The design of staircase shall also take into
account the following:
1) The minimum headroom in « passage
under the landing of staircase and under
the staircase shell be 2.2 m
2) Access to exit staicase shall be through
4 fire door of a minimum 120 min fire
resistance rating
3) No living space, store or other fire risk
shall open dircctly into staircases.
4). The exit (including staircases) shall be
continuous from refuge floors or terrace
level, as applicable, to the level of exit
discharge.
5) Noclectrical shafts/eir conditioning ducts
oF gas pipes, etc, shall pess through or
open in the staircases,
6) Lifts shall not open in staircase,
7) Nocombustible material shall be used for
docoration/wall panelling in the staircase,
8) Beams/columns and other building
features shall not reduce the head roou/
width of the stairoase,
9) The floor indication board, indicating the
‘ocation/designated number of staircase,
respective floor number and direction to
exit discharge shall be placed inside the
staircase, on the wall neatest to the fire
door, It shall be of size not less than
300 mm * 200 mm (see Fig. 9)
Invlividual floors shell be prominently
indicated on the wall outside the staircase
and facing it.
10)
11) All staircase shall terminate at the level
of exit discharge. The access to the
basement shall be by a separate staircase
12) Scissors type staircases shail not be
treated as part of exit,
44.24.33 Curved stairs
Curved stairs shall not be treated as part means of
egress,
However, these may be used as part of exit
access provided the depth of treed is not less than
280 mun at a point 350 mum from the narrower end of
the tread and the smallest radius is not less than twice
the stair width,
44.2434 Briernal staircases
The extemal staircases are the staircases provided on
the external wall/facade, and shall comply with the
following
ay
1)
°)
a)
°)
8)
h)
D
External stairs shall always be kept in sound
and usable condition,
All external stairs shall be directly connected
to the ground
Entrance tothe extesnal stars shall be separate
‘and remote from the internal staircase
Where an extemal staircase is provided, it
shall be ensured that the use of it at the time
of fire is not prejudiced by smoke and flame
from openings (for example, windows, doors)
in the external face of the building Gere
be taken to’ ensure that no external wall or
window opening opens on to or close to an
external stair, If such openings exists within
3 m from an external staircase, they shall be
protected with fire rated doors/window
assemblies with rating of at least 60 min
(ee Fig. 10).
‘The external stairs shall be constructed of non-
combustible materials, and any doorway
Jeading to it shall have miniaium 120 min fire
resistance,
No external staircase, shall be inclined at an
angle greater than 45° from the horizontal
External stairs shall'have straight flight not
Jess than 1 500 mm wide,
Handrails, to be provided on both sides, shall
be of a height not less than 1 000 mm and not
exceeding 1200 mm. There shall be
provisions of balusters with maxirnum gap of,
150mm,
The use of spiral staircase shall be limited to
Jow Qccupant load and tu'a building not
‘exoceding 9m in height. spiral staircase shall
be not less than 1 500 mm in diameter and
shall be designed to give adequate headroom,
NATIONAL BUILDING CODE OF INDLA 2016BLOCK A
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9B STAIR SIGN PLACEMENT
NOTE — Block/Wing/Building name ae to be project specific. Staircase chowa as 3" ie intending to show the number essgned to
‘the starease All exits preferably tbe assigned with numberfidentfiation enabling eccupant/fire mento declare locatoniposition,
reper eee YON
Fio. 9 Siow Martone ano Requirement iw Exit
44.2.4.3.5 Ramps ©) Ramps ‘and iiitermediate landings shal!
continue with no decrease in width along the
irection of egress travel
9) Outsideramps and landings shall be designed
to minimise water accumulation on their
surfaces.
1b). The slope ofa ramp shall not exceed | in 12 4) Ramps shall have landings located atthe top,
at the bottom, and at doors opening onto the
(6 percent). =
©) Ramp(s) shall be surfaced with approved slip 1h) Every landing shall be not less than 1 500 mm
resistant materials that are securely attached. pace Grae tasteanpe aan
No perférations are permissible on ramy
j poet - J) Where the ramp is not part of an accessible
@) Ramps shall comply with all the applicable
requirements for staircases regarding
enclosure, capecity (see also Table 4) and
limiting dimensions, éxcept where specified
in 6.1 to 6.9 for special uses and occupancies.
floors.
t,he ramp laningsoal terested
A) Any changes in rave destin in amp sal route the rarp landings hl nb ene
be preceded by landings of 1.5 m 1.5 m size, provided that the ramp has a straight run,
PART 4 FIRE AND LIFE SAFETY 35|
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108 OPENING RESTRICTIONS ON STAIRWELL WALLS:
Fig. 10 Opening Restrictions
1) Handzails shall be provided on all ramps on
both sides (see 4.4.2.4.3.4),
NOTE — Above requirements aré not applicable to
basement car parking ramps
‘The ramps shall, in addition, comply with the
requirements given in 13 of Part 3 ‘Development
Control Rules and General Building Requirements’ of
the Code,
4.4.2.5 Smoke control of exits
8) Inbuilding design, compartmentation plays @
vital part in limiting the spread of fire and
smoke. The design should ensure avoidance
of spread of smoke to adjacent spaces through
the various leakege openings in the
compartment enclosure, such as cracks,
openings around pipes ducts, airflow grills and
doors. in the absence of proper sealing of all
these openings, smoke and toxic gases will
obsituct the free movement of occupants of
the building through the exits. Pressurization
of siaircases is of great importance for the
36
»)
exclusion of smoke and toxic gases from the
protected exit,
Pressurization is a method adopted for
protecting the exits from ingress of smoke,
especially in high-rise buildings. In
pressurization, aris injected into the staircases,
lobbies, etc, as applicable, ta raise their pressure
slightly above the pressure in adjacent parts of
the building, As a result, ingress of smolce or
toxic gases into the exits will be prevented. The
pressurization of staircases and lift lobbies shall
be adopted as given in Table 6.
‘The pressure difference for staircases shall be
50 Pa,
Pressure differences for lobbies (or corridors)
shall be between 25 Pa and 30 Pa, Further,
the pressure differential for enclosed staircase
adjacent to such lobby (or éutridors) shall be
50 Pa, For enclosed staircases adjacent to
non-pressurized lobby (or corridors), the
pressure differential shall be 50 Pa,
NATIONAL BUILDING CODE OF INDIA 2016a
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Table 6 Pressurization of Staircases and Lift Lobbies
: [Clauses 4.4.2.5 (b) and E-2]
SINe. Component Height of Building
{ess than 15 ma 15mto20m, Mocs than 30
@ @ ® @ “
0) emi saizeasenot with extemal all Pressurized except foe‘ Presouized Pressurized
residential buildings
(A2mea-s)
i) tema staircase with exeraal wall Pressurized except for Naturally ventilated or Cross-ventilated or
residential buildings Pressurized, Presswnized
(Adan As)
or
‘Nacaraly ventilated
i) Lin tosby Not required at ground Naturally ventilated or Cross-venilted or
‘and above, Pressurized! Pressurized!
However lift abby
segregation and
pressurization is required
{or it commuting from
round to basement
NOTES
1 The natural ventilation requirement ofthe sterease shall be, achieved through opening st each landing, of an area 0.5 mi the
exter wall. A cross ventilated staircase shall have 2 such openings in oppositeadjacent walls or the samne shal be eros.
‘ventilated tzough the comdor.
2 Enclosed staircase leading to more than one basemert shal be pressurize.
"Lif lobby with fre doors (120 min) at all Ievels with pressurization of 25-30 Pe is required, However, iFlit lobby carat be povided
2 any ofthe fevels in sir conditioned builtings or in intemal spaces where funnel/ue effect may be create, lit hastway shall be
‘pressurized at 30 Pa, For bullding greeter than 20 m, multiple pasn injection oir inlets to maintain deste! picaszaton level shall be
Provided. I the Tif lobby it ant Statvase are pat of Srefighting shaft, lift Idbby necessarily has to be presbusized in such ease, unless
atarally ventilate,
©) Equipment ahd ductwork for staircase 4)» the positions of the extraction grills
pressurization shall bein accordance with one pennit a general air flow away from
of the following: the means of egress;
1) Directly connected to the stairway by ii) the construction of the ductwork and
ductwork enclosed in non-combustible fans is such that, it will not be
construction, rendered inoperable by hot gases and
2) Tduets used to pressurize the system are smoke; andl
passed through shafts and grills are iii) there is mo danger of spread of smoke
provided at each level, it shall be ensured to other floors by the path of the
that hot gases and smoke from the extraction system which can be
building cannot ingress into the staircases ensured by keeping the extraction
‘under any circurnstances. fans running.
4) The nonnal air conditioning system and the ©) For pressurized stair enclosure systems, the
activation of the systems shall be initiated by
ressurization system shall be di
Teenie ean signalling from fire alarm panel.
interfaced to meet the requirements of
emergency services. When the emetigency 1) Pressutization system shall be integrated and
pressurization is brought into action, the supervised with the automatic/manual re
following changes in the normal air alarm system for actuation
conditioning system shall be effected: 2) Wherever pressurized staircase is to be
1) Any re-circulation of air shall be stopped connected to unpressurized area, the two arcas
and all exhaust air vented to atmosphere, shall be segregated by 120 min fire resistant
wall
2) Any air supply to the areas other
) ee h) Fresh air intake for prgssurization shall be
Pr away (et least 4 m) fromm any of the exhoust
3), The exhaust system may be continued oulletverile.
provided,
PART 4 FIRE AND LIFE SAFETY 374.5 Compartmentation
4.5.1 General
4) Iris important to timit the spread of a fire in
any building. The usual method is to use fire
barriers. In some instances these barriers need
to be penetrated for ductwork, plumbing and
electrical systems, and in such cases, use of
passive fire protection measures shall be done
So that the integrity of these barriers is not
compromised.
>) Floor(s) shall be compartmented with area as
given below.
4.5.2 All floors shall be comnpartmented/zoned with arca
ofeach compartment being not more than 750 m2, The
‘maximum size of the compartment shall be as follows,
in case of sprinklered basement/building:
eee eee eet
St Use Compariment-
No. ation Area
1g
© @) @)
3) Basement car parking 3000
ti) Basements (other than 2.000
car parking)
iii) Institutional buildings: 1800
Subdivision C-1
iv) Institutional buildings: ras
Subdivision C-2 and C-3
¥) Mercantile and assembly 2.000
buildings
vi) Business buildings 3.000
vil) All other buildings 750
(Excluding low hazard
and moderate hazard
industcial buildings and
storage buildings)”
P Compartneatation for low hazsrt and moderate hazard
industisl buigings and storage buildings shall be done ia
cnsuitation with local fire department
Jn addition, there shall be requirement of a minimum.
of two compartments if the floor plate size is equal or
less than the areas mentioned above. However, such
requirement of minimurn two compartments shall not
be required, ifthe floor plate is less than 750 m.
Compartmentation shall be achieved by means of fite
barrier having fire tesistance rating of 120 min
4.6 Smoke Control
4.6.1 Smoke Exhaust and Pressurization of Areas Above
Ground
Corridors in exit access (exit access corridor) are
rented for meeting the requirement of use, privacy and
38
layout in various occupancies. These are most often
noted in hospitality, health care occupancies and
sleeping accommodations,
Exit access corridors of guest rooms and indoor patient
department/areas having patients lacking self
preservation and forsleeping accommodations such as
partments, custodial, penal and mental institutions, etc,
shall be provided with 60 min fire resistant wall and
20 min self-closing fire doors along with all fire stop
sealing of penetrations.
Smoke exhaust system having make-up air and exhaust
sir system or altématively pressurization system with
supply air system for these exit access corridors shali
be required.
‘Smoke exhaust system having malce-up air and exhaust
air system shall also be required for theatres/auditoria,
‘Such smoke exhaust system shall lso be required for large
lobbies and which have exit through staircase leading to
exit discharge, This would enable eased exit of people
through smoke controlled arca to exit discharge.
All exit passageway (from exit to exit discharge) shall
bbe pressurized or naturally ventilated. The mechanical
pressurization system shall be automatic in action with
‘manual controls in addition. All such exit passageway
shall be maintained with integrity for safe means of
egress and evacuation. Doors provided in such exit
‘passageway shall be fire rated doors of 120 minating
Smoke exhaust system where provided, for above areas
and occupaucies shall have & minimum of 12 air
changes per hour smoke exhaust mechanism
Pressurization system where provided shall have a
minimum pressure differential of 25-30 Pa in
relationship to other areas.
‘The smoke exhaust fans in the mechanical ventilation
system shall be fire rated, that is, 250°C for 120 min,
For naturally cross-ventilated corridors or corridors
with operable windows, such smoke exhaust system or
pressurization system will not be required.
4.6.2 Smoke Exhaust and Pressurization of Areas Below
Ground
Each basement shall be separately ventilated. Vents with
cross-sectional area (aggregate) not less than
2.5 percent of the floor atea spread evenly round the
perimeter of the basement shall be provided in the form,
of grills, or breakable stall board lights or paveinent
lights or by way of shafts.
Altematively, a system of mechanical ventilation system
may be provided with following requiréments:
4) Mechanical ventilation system shall be
designed to permit [2 air changes per hour in
case of fire or distress call. However, for
NATIONAL BUILDING CODE OF INDIA 2016normal operation; air changes schedule shall
be as given in Part 8 “Building Services, |
Section 3 Air conditioning, Heating and
Mechanical Ventilation’ of the Code.
b) In multi-level basements, independent air
intake and smoke exhaust shafts (masonry or
reinforced concrete) for respective basement
levels and compartments therein shail be
planned with its make-up aie and exhaust air
fans located on the respective level and in the
respective compartment. Alternatively, in
multi-level basements, common intake
‘masonry (or reinforced cement eonerete) shaft
may serve respective compartments aligned
at all basement levels. Similarly, common
smoke exhausvoutlet masonry (ot reinforced
cement concrete) shafts may also be planned
to serve such compartments at all basement
levels. ALI supply air and exhaust air fans on
respective levels shall be installed in fire
resisting room of 120 min. Bxheust fans at the
respective levels shall be provided with back
draft damper connection to the common
smoke exhaust shaft ensuring complete
isolation and compartmentation of floor
isolation to eliminate spread of fire and smoke
to the other compartments/floors.
Due consideration shall be taken for ensuring
proper drainage of such shafts to avoid
insanitation condition, Inlets and extracts mey
be terminated at ground level with stall board
or pavernent lights as before. Stall board and
pavement lights should be in positions easily
accessible to the fire brigade and clearly
marked ‘AIR INLET’ or‘SMOKE OUTLET”
with an indication of area served at or near
the opening
@ Smoke from any fire in the basement shall not,
obstruct any exit serving the ground and upper
floors of the building,
©) The smoke exhaust fans in the mechanical
ventilation system shall be fire rated, that is,
250°C for 120 min
f) The smoke ventilation of the basement car
parking areas shall be through provision of
supply and exhaust air ducts duly installed
with its supports and connected to supply air
and exhaust fans, Alternatively, a system of
impulse fans (jet fans) may be used for
meeting the requirement of smoke ventilation
complying with the following:
1) Structural aspecis of beainis and other
down stands/services shall be taken care
of iu the planning and provision of the
jet fans.
PART 4 FIRE AND LIFE SAFETY
2) Fans shall be fire rated, that is, 250°C for
520 min,
3) Fans shall be adequately supported to
enable operations for the duration as
above.
4) Power supply panels for the fans shall be
located in fire safe zone to ensure
continuity of power supply.
5) Power supply cabling shall meet circuit
integrity requirement in accordance with
accepted standard [4(13)}.
The smoke extraction system shall operate on actuation
of flow switch actuation of sprinkler system. In addition,
local and/or remote ‘manual start-stop control/switch*
shall be provided for operations by the fire fighters.
‘Visual indication of the operation status of the fans shall
also be provided with the remote control.
No system relating to smoke ventilation shall be allowed
to interface or cross the transformer area, elecirical
switchboard, electrical rooms or exits,
‘Smoke exhaust system having make-up air ond exhaust
air system for areas other than car parking shall be
tequired for common areas and exit access corridor in
bascments/undergrovnd structures and shall be
completely separate and independent of car parking
areas aid other mechanical areas,
Supply air shall not be less than $ m from any exhaust
discharge openings,
4.7 Gas Supply
4.1.1 Town Gas/LPG Supply Pipes
Where gas pipes are run in buildings, the samejshall be
run in separate shafts exclusively for this purpose and
these shall be on external walls, away from the
staircases. Gas distribution pipes shall always be below
the false ceiling. The length of these pipes shall be as
short as possible. In the case of kitchen cooking range
area, hood should have grease filters using metalic grill
to trap oil vapours escaping into the fume hood
NOTE — For detailed informa
reference may be made to Part 9
‘Ges Supply’ ofthe Code.
4.1.2 Thermal detectors
‘These shall be installed into fume hoods of large
kitchens forhotels, hospitals, and similar areas located
in high rise buildings. Arrangements shall be made for
automatic tripping of the exhaust fan in case of fire. If
gas is used, the-same shall be shut off. The voltage
shall be 24 V or 100 V dc. operated with extemal
rectifier, The valve shall be of the hand re-set type and
shall be located in af arca segregated from cooking
ranges. Valves shall be easily accessible, The hood shall
have manval facility for sted or suitable hood
extinguishing gas released depending on duty condition,
on 8 pipe installations,
obing Serviees, Section 4
394.7.3 Gas cylinders and manifold shall need to be
housed in a detached location with no other occupancy
within distances prescribed in good practice [4(14)]
thereof. There shell be an enclosure suitably ventilated
It is desirable to provide medium velocity spray nozzles
‘which can be operated by quick opening valve situated
away from the enclosure.
4.7.4 In the case of ges cylinders, if manifold has to be
installed on podiun/close to podium, the same shall
be away from any air intakes/smoke exhaust openings/
any windows.
4.7.5 Pressute regulating stations shall be designed and
instatled at critical locations for excess flow shut off
valves. Seismic shut off valve at the main distribution
point shall be installed for buildings in D-6 occupancy
‘and institutional occupancy above 15 m.
4.7.6 Gas meters shall be housed in a suitably
‘constructed metal cupboard located in a well-ventilated
space, keeping in view the fact that LPG is heavier than
air and town gas is lighter then air
4.7.7 Wherever LPG teticulation/eylinders are used in
buildings above 160m, gas leak detectors shall. be
provided at the usage points and monitored from fire
command centre. The cables used! for signaling shall
be circuit integrity cabies
4.7.8 The gas lines shall not be installed through any
clecirical shalis, escape routes, refuge areas/refuge floors,
4.7.9 Kitchens working on LPG fuel shall not be
permitted in basements,
4.8 Hazardous Areas, Gaseous, Oil Storage Yard,
ete
Rooms containing high pressure boilers, refrigerating
machinery, transformers or other service equipment
‘subject to possible explosion shall not be located directly
under or adjacent to exits. All such rooms shall be
effectively cut-off from other parts of the building and
shall be provided with adequate vents to the outside air.
All rooms or areas of high hazard in additions to those
herefabefore mentioned, shall be segregated or shall be
protected with fire resistant walls having fire rating of
120 min as fire, explosion or smnoke therefrom is likely
‘o interfere with safe egress from the building, Further,
8) each building shall be provided with an
approved outside gas shut-off valve
conspicuously marked. ‘The detailed
Tequirements regarding safe use.of gas shall
be as specified in Part 9 “Pluinbing Services,
Section 4 Gas Supply’ of the Code; and
b)_allexterior openings in a boiler room or sooms
contain central heating equipment, if focated
below opening in another storey or if less than
3 m from other doors or windows of the same
building shall be protected by a fire assembly
as in 3.4.5. Such assemblies shall be fixed,
automatic or self-closing.
4.9 Fire Detection and Alarm
a) The requirements of fre detestion and alarn
systems are covered for each occupancy in
Table 7 and under 6.1 to 6.9 for anmunciation
to occupants in view of the ensuing
vulnerability and to wam occupants early of
the existence of fire, 30 a8 to facilitate orderly
and safe egress.
b) Fire detection and alarm systems in buildings
shall be so planned and programmed so as to
enable operations of various systems and
equipment to facilitate requirements leading
to life safety, compartmentation and fire
protection. These systems and equipment may
include electromechanical systems such as air
handling units; pressurization systems; smoke
management systems; creation of,
compartmentation through the release of fire
barrier, hold-up fire doors, ete; and monitoring
of fire water storage tanks and pumps,
pressures in hydrant and sprinkler system, ete
‘These planning and requirements shall be
based on building occupancy and other
requirements on case to case basis.
©) Voice evacuation systems shall employ Hindi,
English and vernacular language using pre-
recorded messages and integrate with fire
alarm panels for alerting the zone of fire and
surrounding zones/floors as required for
‘annunciation (see also Table 7 and its Note 1),
) Appropriate visual warning arrangement
through visual strobes/beacons may be
considered: in appropriate situations
particularly in public buildings, at required
locations to ensure visual as well as alarm for
persons with hearing impairment.
©) Forassembly buildings, instinitional buildings
and all buildings above 30 m in height where
fire alana system is provided in accordance
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rooms, etc, besides ocenpancy areas.
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to peer network or with redundant cables, run
in different shafts. Each panel shall be able to
work in standalone mode and, master slave
architecture may be used where réquired.
8) The fire detection system shall be in
accordance with accepted standards [4(15)]
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PART 4 FIRE AND LIVE SARETY|
Ipenrarnerterevm
Guidelines for selection of various types of
fire detectors for different occupancies and
their installation and maintenance shall be ia
accordance with good practice [4(16)] and the
Part 12 ‘Asset and Facility Management’ of
the Code.
1b) Inbuildings where automatic fire alam system,
is provided, the following shall be monitored
from fire alarm panel:
1) Water level in all tanks,
2) Hydrant and sprinkler pressures of
respective zones as provided.
3) Pump ‘ON/OFF status.
4) All isolation valves, wherever provided
with supervisory switch (non-padiock
valves).
5) Other requirements to meet clectro-
‘mechanical services interface.
4.10 Five Officer
4.10.1 A qualified Fire Officer with experience of not
Jess than 3 years shall be appointed who will be
available on the premises, for large educational
complexes, business buildings with height 30 m and
above, residential building with height 60 mand above,
institutional buildings of 15 mand above, starred hotels
and D-6 occupancy.
4.202 The Fite Officer shall,
1) maintain the firefighting equipment in good
working condition at all times.
») prepare fire orders and fire operational plans
and get them promulgated.
©) impart regular training to the eccupants of the
buildings in the use of firefighting equipment
provided on the premises and keep them
informed about the fire emergency evacuation
plan.
4) keep proper liaison with the city fire brigade.
€) ensure that all fire precautionary measures are
observed at the times.
NOTE — Conipetent authority haviog jristiction may insist
on compliarce of the above rules in ease of buildings having
very large areas even ifthe height is fess than 30m,
4.41 Fire Drills and Fire Orders
Fire notices/orders shall be prepared to fulfil the
requirements of firefighting and evacuation from the
buildings in the event of fire and other emergency, The
‘eccupants shall be made thoroughly conversant with
their action in the event of emergency, by displaying
fire notices at vantage points and also through regilar
training, Such aotices should be displayed prominently
in bold lettering
32
For guidelines for fire drills and evacuation procedures
for high rise buildings, see Annex D.
5 FIRE PROTECTION
5.1 Fire Extinguishers/Fixed Firefighting
Installations
5.1.1 All buildings depending upon the occupancy use
and height shal be protected by fire extinguishers, hose
reels, wet riser, down-comer, yard hydrants, automatic
sprinkler installation, deluge system, bigh/mediumn
velocity water spray, foam, water mist systems, gaseous
or dey powder system, manual/automatic fire alarm
system, ete, in accordance with the provisions of various
clauses given below, as applicable:
4) These fire extinguishing equipment and their
installation shall be in accordance with
accepted standards [4(17)]. The extinguishers
shall be mounted at a convenient height to
enable its quick access and efficient use by
all in the event of a fire incidence. The
requirements of fire extinguishers/yard
hydrant systems/wet riser/down-comer
installation and capacity of water storage tanks
and fire pumps, etc, shall bé as specified in
‘Table 7. The requirements regarding size of
rmains/risets shall be as given in Table 8. The
typical arrangements of down-comer and wet
riser installations are shown in Fig. 13. The
wet riser shall be designed for zonal
distribution ensuring that unduly high
pressures are not developed in risers and hose
pipes.
b) First-aid firefighting appliances-shall be
provided and installed in accordance with
good practice [4(18)]. The firefighting
equipment and accessories to be installed in
buildings for use in firefighting shall also be
in accordance with the accepted standard
[4(17)] and shall be maintained periodically
80 as to ensure their perfect serviceability at
all times.
©} Valves in fixed firefighting installations shall
have supervisory switch with its signalling
to fire alarm panel or to have chain(s), pad
lock(s), label and tamper-proof security
tag(s) with serial number to. prevent
tampering/unauthorized operation. These
valves shall be kept in their intended ‘open’
position,
4) In addition to wet riser or down-comer, first-
aid hose reels shall be installed in buildings
(here required under Table 7) on all the
floors, in accordancé with accepted standard
[4(19)], The first-aid hose reel shall be
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connected directly to the riser/down-comer
tain and diameter of the hose ree! shall ot
be less than 19 mm,
Wet risers shall be interconnected at terrace
level to form a ring and cut-olf shall be
provided for each connection to enable repair/
maintenance without affecting rest of the
system,
1) Pressure at the hydraulically remote hydrant
and at the highest hydrant shall not be less
than 3.5 bar. The pressure atthe hydrants shall
however not exceed 7.0 bar, considering the
safety of operators. It may be planned to
provide orifice plates'for landing valves to
control pressure to desired limit especially at
lower levels; this could also be achioved
through other suitable means of pressure
reducing devices such as pressure controlled
hydrant valves.
Hydrants for firefighting and hose reels shall
be located in the lobby in firefighting shat
‘Those hydrants planned to be provided near
fire exit staircase on the floor shall be within
5 m from exit door in exit access. Such hydrant
cabinet may finish with doors to meet interior
finishes with requirement of glass panel to
provide visibility to the installations inside and
inscribed with the word: FIRE HOSE
CABINET’ offetter size 75 mm in height and
12 mm in width. Such door of the fire hose
cabinet ned not be fire resistant rated. The
location of such cabinets shall be shown on
floor plan and duly displayed in the landing
of the respective fire exit staircase
e)
8)
S.1.2 Static Water Storage Tanks and Pump House
5.1.2.4 Static water storage tanks
A satisfactory supply of water for the purpose of
firefighting shall always be available in the form of
underground/terrace level static storage tank with
capacity specified for each building with arrangements
or replenishment.
Water for the hydrant services shall be stored in an
easily accessible surface/underground lined reservoir
or above ground tanks of steel, concrete or masonry.
‘The effective capacity of the reservoir above the top of,
the pump casing (flooded suction) for various types of
‘occupancies shall be as indicated in Table 7.
Water for firefighting shall be'stored in two or more
interconnected compartments of equal size o facilitate
cleaning atid maintenance of the tanks without
interrupting the water availability for firefighting.
‘To prevent stagnation of water in the static water storage
tank, the suction tank of the domestic water supply shall
PART 4 FIRE AND LIFE SAFETY
be fed only through an overflow arrangement from the
fire water storage tanks to maintain the level therein at
‘the minitnum specified capacity.
Alternatively, domestic and fire water can be stored in
toro interconnected compartments as mentioned above.
‘The suction inlet(s) for the domestic water pumps shall
be so located at an elevation thet minimum water
requirements for firefighting as stated in Table 7 will
be always available for Bre pumps.
The static storage water supply required for the above
‘mentioned purpose shail entirely be accessible to the
fire engines of the local fire service. Suitable number
of manholes shall be provided for inspection, repairs,
insertion of suction hose, etc. As an alternative to the
axrangement of manholes to allow access from the top,
suitable arrangement to enable efficient access to the
tank by the firemen from the adjoining fire pump room
having direct access from the ground level, shall be
made, The underground fire water storage tank(s) shall
not be more than 7 m in depth from the level having
fire brigade draw-out connection, while the draw-out
‘connection shall not be more than 5 m away from the
tank wall
‘The covering Slab shall be able to withstand.a total
vebicular load of 45 t (oras applicable) equally divided
as a four-point load when the slab forms a part of
pathway/driveway.
‘The static water storage tank shall be provided with a
fire brigade collecting head with 4 number 63 mm
diameter (2 number 63 mm diameter for pump with
capacity | 400 litre/min) instantaneoug male iniets
arranged in a valve box at suitable point at street level.
‘The same shall be connected to the static tank by &
suitable fixed galvanized iron pipe not less than 150 mm
jn diameter to discharge water into the tank when
required at the rate of 2 250 litre/min, if tank is in the
basement or not approachable for the fire engines,
Each of the static water storage tanks shall also be
provided with a fire brigade draw out collecting head
with 63 mm diameter instantaneous male draw out
anranged ina valve box at a suitable point at street level,
‘This draw out shall be connected to galvanized iron
pipe of 100 mm diameter with foot valve arrangement
jn the tank,
5.1.2.2 Firefighting pump house
‘The requirements shall be as given below:
8) Itis preferable to install the pump housé at
ground level. Pump house shall be situated so
as to be directly accessible from the
surrounding ground level
Pump house shall be installed not lower than
the second basement. When installed in the
b)
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NATIONAL BUILDING CODE OF INDIA 2016‘Table 8 Size of Mains
{Clause 5.1.1(2)]
si Size of he Mains “Type of Building Remarks
Ne net
o 2) & @
100 im with Single oir 3) Residential bailing (Ay
lending valves 1) Doxmitores 7
2) sparmenss 7
3) Hotels Up 1045 might
¥) Bdscatonal buildings) =
6) Tastntionat buildings (C) Up 1020 mbeight
4) 1 Assembly building D) ~
) Business buildings (E) Up 045 mheight
1) Mercantile auilings ~
2) Indust buidings (6) Up 1015 eabsight
13) 130 om with singe outot 2) Hotes ‘Spove 45 might
landing valves ») Sueanetts —
©), lantituonal builings (C) ‘Above 30 might
©) Business buildings 8) ‘Above 45 m eight
©) Inusuial buildings () Above 15 mbeight
) Storage buildings (8) Up 0 15 might
£)__ Hazardous buildings (D) Upto 15 mbzigh
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basement, staircase with direct accessibility
(or through enclosed passageway with
120 min fire rating) from the pround, shall be
provided. Access to the pump coom shall not
require to negotiate through other occupancies
within the basement.
Pump house shall be separated by fire walls
all around and doors shall be protected by fire
doors (120 min rating)
Pump house shall be well ventilated and due
‘care shall be taken to avoid water stagnation.
No other titity equipment shall be installed
inside fire pump room.
Insertions like flexible couplings, bellows, etc,
in the suction and delivery piping shall be
suitably planned and installed.
Installation of negative suction arrangement
and submersible pumps shall not be allowed
Pump house shall be sufficiently large, to
accommodate all pumps, and their accessories
like PRVs, installation contro! valve, valves,
diesel tank and electrical panel.
Battery of diesel engine operated fire pump
shall have separate charger from emergency
power supply cirenit.
Exhaust pipe of diesel engine shall be
insulated as per best engineering practice and
taken to a safe location at ground level,
considering the back pressure,
Fire pumps shall be provided with soft starter
or variable frequency drive starter
PART 4 FIRE AND LIFE SAFETY
5.1.3 Automatic Sprinkler Installation
‘The requirements shall be as given below:
a)
»)
8)
Automatic sprinklers shall be installed
wherever required in terms of Table 7
throughout the building in accordance with
‘200d practice [4(20)]
I selective sprinkleting is adopted, there is a
real danger of a fire starting in one of the
unsprinklered area gathering momentum
spreading’ to other areas and reaching the
sprinklered areas as a fully developed fire, In
such an event, the sprinklers can be rendered
useless or ineffective.
Automatic sprinklers shall be installed in false
ceiling voids exceeding 800 mm in height.
Installation of sprinklers may be excluded in
any area to be used for substation and DG set.
In areas having height 17 m or above such as
inairia, sprinkler installations may be rendered
ineffective and hence may be avoided,
Pressure in sprinkler system shall not exceed
12 bar or else high pressure sprinkler to be
installed for above 12 bar operations.
‘The maximum floor area on any one floor to
be protected by sprinklers supplied by any one
sprinkler system riser from an installation
control valve shall, be based on system
protection area limitations considering
maximum floor area oryany one floor to be
4 500 m? forall occupancies except industrial
and hazardous occupancies, where Authorities
37shall be consulted for advice based on type
and natute of risk
1) Sprinkler installation control valves, shall be
installed inside the fire pump room,
3) Forindustial buildings, such installation control
valves may be installed outside the building and
Authorities shallbe consulted in simations where
it is not possible to locate them inside the
buildings. Icis advisable to provide electrically
operated siren for each valve outside the
buildings in addition to water gongs in such case.
k) The sprinkler flow switches provided shall be
monitored by fire alarm panel
2) Tris essential to make provisions for avoiding
water from sprinkler/bydrant operation
entering lifts and electrical rooms.
n) Ramps at all levels shall be protected with
sprinklers
8.1.4 Automatic High Velocity and Medium Velocity
Water Spray Systems
Automatic high velocity water spray or emulsifying
system shall be provided for protection of outdoor andi
or indoor oil-eooled transformers as applicable in
accordance with good practice [4(21)} where applicable
(see Annex E). Also, medium velocity water spray
system shall be provided for tankage (where
applicable), conveyors, cable galleries and other
‘occupancies listed in good practice (4(21)].
8.4.5 Fixed Foam Installation
Fixed foam generating syster® shall be provided for
protection of oil storage area for boilers with its
ancillary storage of furnace oils in basement: Fixed
foam installations can be low, medium or high
expansion types, which can be provided based on the
type of fire hazards identified in the facility. High
expansion foams are used for cable tunnels and other
confined aress. Design and installation of foam systems
shall be governed by good practice [4(22)}.
5.1.6 Gas Based Suppression System
Gas based fire extinguishing installation shall be
provided in accordance with good practice on premises
where water or foam cannot be used for fire
extinguishing because of the special nature of the
contents of the buildings/areas to be protected where
either the building(s) have very limited manpower or
unmanned, The protection design for fixed carbon
dioxide fire extinguishing system shall conform to good.
practice [4(23)] in all respects. For some special fire
tisl/essential applications, carbon dioxide may not be
suitable and alternate provisions shall be made as per
relevant standatds (see $.1.9).
5.4.7 Firefighting equipment shall be suitably located
and clearly marked by luminous signs.
38
5:18 Automatic Water Mist Systems
These systems involve the use of fine water sprays for
the efficient extinguishment of fires. These systems may
be provided to protect areas in buildings for the nses
as specitied in good practice [4(24)]
9 Extinguishing Systems with Clean Agents
Allemative systems for halon gas protection systems
shall be provided where necessary as preseribed inthis
Part, These shall be in accordance with the accepted
standards (4(25)}
5.2 Fire Detection and Alarm System
See 409.
5.3 The fixed firefighting installations and systems shall
bemaintained in accordance with good practice [4(26)]
and the Part 12 ‘Asset and Facility Management’ of
the Code,
6 ADDITIONAL OCCUPANCY WISE
REQUIREMENTS
In addition to the general requirements on fire
prevention given in 3, the life safety requirements given
in 4, and the fire protection requirements given in 5,
the following additional requirements shall also be
complied with for each type of occupancy.
For additional requirements for high zise buildings, the
provisions as given in Annex E shall apply.
Atrium in building occupancies shall comply with the
provisions as given in Annex F.
For fire protection requirements of commercial kitchen,
cooking facitities with or without restaurants, the
provisions of Annex G shall be referred.
6.1 Residential Bui
6.1.1 Life Safety
6.LLA Subdivision A~i
a) All locking devices, which would impede or
prohibit exit, such a3 chain type bolis, limited
opening sliding type locks and burglar locks,
+ which are not disengaged easily by quick=
releasing catches, shall be prohibited,
b) All bathroom door locks or fasteners shall be
designed to permit the opening of the locked
or closed door from the outside in an
emergency without the use of a special key.
©) No lodging or roomitig house shall have its
sole means of egress pass through any non-
residential occupancy in the same building.
4) Rooming and lodging houseshaving oor area
‘0f 500m? on any one or morefloors shall have,
access to minimum two separate means of
exits, at leastone of which shall be so arranged
as to have direct exit discharge.
lings (Group A)
NATIONAL BUILDING CODE OF INDIA 20166.4.2 Subdivision 4-3
8) Requirements of 6.1.4.1°shall be applicable.
b) All sleeping rooms having occupancy of
more than 10 persons shall have two
separate and distinct exit access in different
directions,
6.1.4.3 Subdivision A-4
In case of high rise apartments, of the minimum exits
as specified in 44.2.4.3.1, the naturally ventilated exit
staircases may not require the provision of fire door,
However, fire door shall be provided for all other
staircases and pressurized staircases.
A Subitivision A-5
1a) Panic bars shall be provided in the fire exits.
Panic bars shall be located at a height
between 865 mm and 1 220 min from the
floor level.
'b) All guest rooms and suites shall be protected
by extended throw, quick response type
sprinklers only. Also these areas shell be
provided with audio-based detectors, having
2 sound level of at least 75 dB.
©) Hoyizontal-stiding doors shall not be used for
door openings across corridors.
6.1.2 Additional Precautions
a) Flammable liquids for household purposes
shall be kept in tightly stoppered or sealed
containers. For the limits of quantities of
flammable liquids to be ailowed in various
occupancies, reference may be made to
appropriate regulations,
b) No stove or combustion heater shall be located
directly under or immediately at the foot of
stairs or otherwise so located as to block
escape in case of malfunctioning of the stove
or heater
©) Allkitchen exhaust fans, where provided, shall
be fixed to an outside wall orto a duct of non-
combustible material, which leads directly to
the‘outside. The ducts shall not pass through
arcas having combustible materials. However,
in case of centralized ducting, the duct shall
be provided with adequate protection to limit
the spread of fire.
4) Stores, engineering workshops, areas of high
hazard, ete used for storage of substantial
amount of flammable liquids shall be of
120 min fre resistance rating wall. Such areas
shall be provided with fire doors, to be kept
closed and shall be posted with a sign on each
PART 4 FIRE AND LIFE SAFETY
side of the door in 25 mm high block letters
stating — ‘FIREDOOR — KEEP CLOSED"
6.2 Edueational Buildings (Group B)
6.21 Fire Prevention
a) Buildings intended for educational occupancy
shall not be used for storage of any hazardous
material.
b) Gymnasiums, indoor stadiums and similar
occupancies are permitted to have floors/
running tracks of wood, cinder, synthetic or
the like.
6.2.2 Life Safety
a) Every room with a capacity of over
45 persons in area shail have at least two
doorways. Exit doors shall be operated by
panic bars except that doors leading from
classrooms directly to the outside may be
equipped with the same type of lock as is
used on classroom doors leading to corridor,
‘with no provision whatsoever for locking
against egress from the classroom,
b) A building, which will have only the first floor
and is accessible to not more than 20 pupils
ai any time, may be used for school purposes
‘with the following exceptions:
1) Exterior walls or parts of walls which are
Jess than 900 mm from adjacent property
lives shall have no openings therein.
2) Classrooms may have only one exit riot
tess than 900 mm wide.
©) Rooms or areas for use by the preschool,
Kindergarten, Class/Grade-1 students shall be
focated on ground floor/level of exit discharge,
Rooms or areas occupied by Class/Grade II
students shall be located'not above one floor
higher than ground floor/level of exit
discharge.
4) Of the minimum exits as specified in
4.4.2.4:3:1, the naturally ventilated exit
staircases, may not require provision of fire
door. However, fire door shall be provided for
all other staircases and pressurized staircases.
6.2.3 Additional Precautions
a) Storage of volatile flammable liquids shall
be prohibited and the handling of such liquids
shall be’ restricted to science laboratories
only.
b) All exterior openings in a boiler room or
rooms containing central heating equipment,
39aaa Sanne MRR
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RE
iflocated below an opening in another storey
or fess than 3 m from other doors or windows
of the same building, shall be protected by a
fire assembly as in3.4.5, Such assemblies shall
be of fixed, automatic or self-closing type.
6.3 Institutional Bi
tings (Group C)
6.3. Fire Preveniion
‘No combustibfe material of any kind shall be stored or
used in any building or section thereof used for
institutional occupancy, except as necessary to normal
occupancy and use of the building,
6.3.2 Life Safety
a) The common path of travel shall be 30m, The
snaximum dead end of corridor distance shall
not exceed 6 m,
b) Principle of progressive horizontal evacuation
is of paramount consideration for hospital
patients particularly those lacking self-
reservation. This calls for moving occupants
from a fire affected area to an adjoining area
atthe same level through fire resistant wall,
to protect them from the-immediate dangers
Of fire and smoke (see Fig. 14)
©) Progressive horizontal evacuation operates on
the basis of evacuation from compartment to
wodh pave.s Reaure>
I.5008S, CENTRE HULLIONS
PROBED.
compartment and on use of adjacent
‘compartments as temporary means of refuge,
All compartments shall be divided with seit
closing (door closers) fire doors with
electromagnetic hold open. A coordinator
shall be provided to sequence the closing of
double leaf in case of emergency.
4) Doors in fire resistant wails shall be so
installed that these may normally be kept in
‘open position, but will close automatically
Corridor door openings shall be not less than.
2.0 ma in width of double swing double leaf
type door. A éBordinator shall be provided as
above, for closing of double leaf in case of
emergency.
©) Exits and other features for penal and mental
institutions, and custodial institutions shall be
the same as specified for hospitals [see
63.2 (g)], in so far as applicable. Reliable
‘means shall be provided to permit the prompt
release of inmates from any locked section in
case of fire or other emergency.
1) All buildings or sections of buildings in penal
and mental institution used for manufacturing,
storage or office purposcs shall have exits in
accordance with the provisions of the Cod
for those occupancies,
FIRE COMPARTENT
120 min FRE RESISTANT WALL USED
AS COMPARTMENT AND
‘ALSO FORTORZONIAL EXIT —
FIRE COMPARTMENT
space
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NATIONAL BUILDING CODE OF INDIA 2016Ca
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2) For hospitals (Subdivision C-1), the following
shall also be complied with:
1) Compartmentation shall meet the
requirement as per 4.8.2.
2) Bach compartment (see 4.5.2) shall be able
to accommodate, in addition to its own,
the patients from adjoining compartment
also considering-3.5 m? per person. If
patients are not bed-tidden, a factor of
0.6 mi? per person is recommended.
3) All critical patients and those incapable
of self-preservation and having physical
impairment shall be housed within 30m.
height
4) Other types of patiézits and occupancies
incidental to the hospitals such as
consultation rooms, nurses’ stations,
‘medical shops, canteens, ete may be
housed at heights beyond 30 m but not
more than 45 m.
5) Basement shail not be used to store
flammables or for pathological or other
laboratories particularly those involving
usage of chemicals.
6) Operation theatres, delivery rooms,
Intensive care units, recovery rooms, etc,
that containing patients lacking self-
preservation in case of emergencies shall
be fire/smoke separated (120 min
minimum fating) from all the adjoining
areas.
7) Aisles, corridors, ramps, ete, through
which patients are moved, shall have a
minimum width of 2.4 m throughout,
Aisles, corridors, and ramps in other areas
nol intended for the housing, treatment,
‘or use of inpatients shall be not less than
1.5 min width,
8) All exits from hospital or infirmary
sections shall be not less than 2.0 m ia
width,
9) Minimum width of doot of single or
double occupancy patient room shall be
1.25 m while for the wards for 3 to 5
patient beds shall be 1.50 m, to permit
movement of patients. The minimum
width of door for wards for more than $
patient beds and for areas necessarily
requiring patient evacuation on bed (such
as ICU, recovery units, delivery rooms,
etc), shall have door width of 2.0 m. The
width of 2.0m may be reduced to
minimum of 1,5 m where two such doors
are provided in such areas,
PART 4 FIRE AND LIF SAFETY
10) Any sleeping accommodation or suite
‘exceecting 100 m? in area shail have at
Teast two doorways leading t0 the exit
access corridors.
11) Floor surface of corridors shall not be
inclined ata gradient steeper than 1 in 12
to the horizontal
12) Exitaccess corridors from a compartment
to another compartment shall be divided
at the compartment intersection by a fire
door of 120 min fire rating in the fire
‘compartment wall
13) Rooms designated for laboratory and the
like shall not exceed 100 m? in area and
if additional space is required, fire
separation of 120 min shall be provided,
14) Storage of flammable liquids in
laboratories or in any other area shall be
not more than 3 litre for every 10 m?
area,
15) Disposal of any equipment and other
(paticutarly hazardous} materiale chal! be
accomplished inthe premises by a disposal
specialist of ata safe location away irom
the health care facility by competent
personnel using procedures established in
‘concurrence with the safe practices
16) A stretcher lift in lift bank shall also act
as fireman's lift meeting the requirements
of Part 8 ‘Building Services, Section 5
Installation of Lifts, Escalators and
Moving Walks, Subsection 5A Lifts’ of
the Code,
h) Progressive evacuation strategy — See
Fig. 15, in which, as an example, the exit
calculations at two locations shall be based
‘on requirements of total occupancy for area
(A, B and C) divided by 2 considering
progressive evacuation strategy.
6.3.3 Exception and Deviation
It is recognized that in institutions or part of buildings
housing various types of psychiatric patients, or used.
ag mental institutions and penal institutions, it is
necessary to maintain Jocked doors and barred
‘windows; and to such extent the necessary provision
in other sections of the code requiring the keeping of
exits unlocked may be waived. It is also recognized
that certain type of psychiatric patients are not capable
of seeking safety without adequate guidance. In
‘buildings where this situation prevails, reliable means
for the rapid release of occupants shail be provided,
such as remote control of locks, of by keying all locks
to keys commonly used by attendants.
6