fire fighting
DESCRIPTION
Fire FightingTRANSCRIPT
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TABLE OF CONTENTS
1.0 Introduction 2 – 3
2.0 Parties involved under inspection, testing and commissioning 4
on Active Fire Protection System to comply with Certificate of
Compliance and Completion(CCC).
2.1 Flow chart issuance of certificate of compliance and completion. 5 - 8
3.0 What is the typical active fire protection system installed in
Malaysia. 9
4.0 Active fire protection system requirement for Inspection, Testing
and Commissioning.
4.1 Portable Fire Extinguisher. 10-11
4.2 External Fire Hydrant 12-14
4.3 Hose Reel System 15-18
4.4 Dry Riser System 19-21
4.5 Wet riser System 22-26
4.6 Downcomer System 27-29
4.7 Automatic Sprinkler System 30-34
4.8 Automatic Carbon Dioxide Extinguishing System 35-40
5.0 Conclusion 41
6.0 Reference 42
7.0 Attachment 43
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1.0 - Introduction
Fire is essentially a chemical reaction known as combustion. It can spread in minutes
and kill in seconds. Knowing the characteristics of fire and understanding how it can
spread can help Architect, Engineers and other professionals to formulate strategies on
life safety and property protection in building design.
Active fire protection system are installed in new development, where each system will
undergo inspection, testing and commissioning by several parties. Architect, engineers
and building designers need to design this system follow with Uniform Building By –
laws (UBBL) to produce standard design plan.
Active fire protection can be classified into 8 system :-
I. Portable fire extinguisher
- Intended for the occupants to use to extinguish a fire during its early
stages before the fire gets out of control.
II. External fire hydrant
- Fire hydrant installation consists of a system of pipework connected
directly to the water supply mains to provide water to each and every
hydrant outlet and is intended to provide water for the firemen to fight a
fire.
III. Hose reels
- Intended for the occupant to use during the early stages of a fire and
comprises hose reel pumps, fire water storage tank, hose reels, pipe
work and valve.
IV. Dry risers
- Form of internal hydrant for the firemen to use and are only required
for building where the topmost floor is higher than 18.3 m and less than
30.5m above the fire appliance access level. Dry riser are normally dry
and depend on the fire engine to pump water into the system.
V. Wet risers
- Form of internal hydrant for the firemen to use and are always charged
with water. Required for building where the topmost floor is higher than
30.5m above the fire appliance access level.
VI. Downcomer system
- Form of internal hydrant for the firemen to use and are always charged
with water from a water tank located at the top of a building but without
any pumps. Downcomers are only permitted for private residential
buildings with open balcony approach and where the topmost floor is
not higher than 60m above the fire appliance access level and should
be adopted for low cost flats only.
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VII. Automatic sprinkler system
- Intended to detect, control and extinguish a fire, and warn the
occupants of the occurrence of fire. The installation comprises fire
pumps, water storage tanks, control valve sets, sprinkler heads, flow
switches, pressure switches, pipework and valves.
VIII. Automatic carbon dioxide extinguishing system
- This system consists of carbon dioxide cylinders, steel piping,
discharge nozzles, heat and smoke detectors and a control panel,
which monitors the space, activates both visual and audio alarms
before releasing the gas.
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2.0 - PARTIES INVOLVED UNDER INSPECTION, TESTING AND COMMISSIONING
ON ACTIVE FIRE PROTECTION SYSTEM TO COMPLY WITH CERTIFICATE OF
COMPLETION AND COMPLIANCE (CCC).
The CCC will be issued by the professional Architect or Professional Engineer who are
register with the respective Board of Architect Malaysia (BAM) or Board of Engineer
Malaysia(BEM) acting in the capacity of Principal Submitting Person(PSP).
For buildings which require intensive design input, the Professional Architect will
function as the PSP while the Professional Engineer will be PSP for projects with high
engineering input in the nature.
For bungalows which do not exceed 2 floors in height and 300 square meters in total
built up floor area, the registered Building Draughtsman will be perform the role of PSP
and will issue the CCC. This is in keeping with the Architect Act 1967.
The CCC can only be issued when all the parties concerned are satisfied that the
building construction have been supervised and completed in full compliance with the
provisions of the law and technical conditions as imposed by the Local Authority(LA) in
approving the Planning Permission and Building Plan.
PSP is responsible to obtain clearance from 6 technical agencies that will do inspection,
testing and commissioning on the building that is:
- Jabatan Bomba dan Penyelamat Malaysia.
- Jabatan Kesihatan dan Keselamatan Pekerja(JKKP)
- Jabatan Kerja Raya(JKR)/Pihak Berkuasa Tempatan(PBT)
- Tenaga Nasional Berhad (TNB)
- Jabatan Perkhidmatan Pembentungan(JPP)/Suruhanjaya Perkhidmatan Air
Negara(SPAN)
- Jabatan Bekalan Air(JBA)
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2.1 - FLOW CHART ISSUANCE OF CERTIFICATE OF COMPLIANCE AND COMPLETION.
Applicant submits B
form
OSC counter
Building Department
at PBT
Commencement of
Construction
Applicant submits
notice of completion
of stage 1
OSC counter
Stage 1
(Substructure)
(G1-G3)
(A copy of PSP’s
notice submitted to
related technical
department)
Stage 2 and 3
(superstructure and
internal / external
services)
(G4-G21)
(PSP continues to
supervise
construction work)
Building / Engineering
/ Planning
Department of PBT
Jabatan Bomba
JKKP
JKR / PBT
TNB
JBA
JPP / SPAN
PROCESS A PROCESS B PROCESS C PROCESS D
LEGEND
JBA – JAB. BEKALAN AIR, JPP – JAB.
PERKHIDMATAN PEMBENTUNGAN, TNB –
TENAGA NASIONAL BERHAD, JKKP – JAB.
KESIHATAN DAN KESELAMATAN PEKERJA,
JKR – JAB. KERJA RAYA, AT – AGENSI
TEKNIKAL, PBT – PIHAK BERKUASA
TEMPATAN, SPAN – SURUHANJAYA
PERKHIDMATAN AIR NEGARA, PSP –
PRINCIPAL SUBMITTING PERSON
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OSC Counter
PB/AT to submit non
compliance/deviation
report to OSC for
OSC committee’s
endorsement and
instruction
Issuance of CCC with
VP (for housing
project)
Certified true copies
of CCC and G forms
submitted to
professional board of
PSP
Original copy of CCC
submitted to
developer/owner
Certified true copies
of CCC and G forms
submitted to Building
Department of PBT
OSC Counter
PBT to submit non
compliance/deviation
report to OSC for
OSC committee’s
endorsement and
instruction
PROCESS E PROCESS F PROCESS G
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PROCESS A
PROCESS OF COMMENCEMENT OF BUILDING WORKS AT THE SITE
- B form submitted after the building plan is approved and work on site to
commence 4 days after the submission of B form.
PROCESS B
PROCESS OF SUBMISSION OF PSP’S NOTICE OF COMPLETION OF STAGES
CERTIFICATION TO OSC COUNTER
- PSP notifies to indicate progress of work on site
- PSP notifies once during the duration of construction work
- PSP is responsible to supervise construction phases, however PBT is allowed to
conduct site visit at any stage of construction or after completion
- Certified G forms are in the custody of PSP
PROCESS C
PROCESS OF SUBMISSION OF PSP’s NOTICE TO PBT BY OSC COUNTER
- PSP will only submit notice of completion of stage 1 to OSC counter
- Construction work in stages 2 and 3 is supervised by PSP who is also to ensure
G forms are duly signed
- G forms are downloadable from the following website:
o www.lam.gov.my
o www.Ijm.gov.my
o www.pam.org.my
o www.acem.com.my
PROCESS D
PROCESS OF SITE VISITATION BY PBT
- Site visitation on own’s inisiative, upon notification by PSP or upon complaint.
- Site visitation is not mandatory
- PSP is responsible to obtain clearances from 6 technical agencies
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PROCESS E
PROCESS OF SUBMISSION OF NONCOMPLIANCE / DEVIATION REPORT TO OSC
FOR ENDORSEMENT OF RECTIFICATION MEASURES BY OSC COMMITTEE
- OSC to inform PSP and PBT / AT on endorsement of rectification measures by
OSC committee
- PSP to rectify noncompliance/deviation within 21 days after receipt of PBT notice
or such further period granted
- PSP to issue notice comfirming rectification work satisfactority completed. Within
14 days PBT/AT should inspect failure which rectification deemed satisfactory
completed
- PBT / AT to monitor rectification work
- PBT may carry out or cause to be carried rectification work if PSP fails and cost
of rectification borne by owner
- Work on site progresses unless Stop Work order issued
- Work duly progresses if no non compliance / deviation identified
PROCESS F
PROCESS OF ISSUANCE OF CCC
- CCC shall be issued by PSP :
When technical conditions as per ‘Kebenaran Merancang’, ‘Pelan Bangunan’
and G forms duly completed and complied with
G forms duly endorsed and in order
Essential services as per UUK 25(1)© of UKBS 2007 have been provided
For housing schemes subsection 20(1), of schedule G or subsection 23(1) of
H schedule have been provided
F form (Certificate of CCC) duly signed by PSP
Serial F form may be obtained from the respective professional board of PSP
PROCESS G
PROCESS OF DEPOSITORY OF DOCUMENTS AFTER THE ISSUANCE OF CCC
- Original copy of CCC to be submitted to building owner or developer for housing
- Original copies of G forms in the custody of PSP
- Within 14 days after issuance of CCC PSP to deposit certified true copies of
CCC and G forms to professional board and PBT concerned
- Copies of CCC may be obtained from the Professional boards or PBT
concerned.
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3.0 - WHAT IS THE TYPICAL ACTIVE FIRE PROTECTION SYSTEM INSTALLED IN
MALAYSIA.
Active fire defense is basically the manual or automatic fire protection system such as
- Fire alarms
- Detectors (heat and smoke) rising mains
- Fire extinguisher
- Hose reels
- Dry riser
- Wet riser
- Fire telephones
- CO2 fixed installation
- Automatic sprinkler
- Down comer system
- Smoke spills system
This system is to give warning of an outbreak of fire and the containment and
extinguishment of a fire. The provisions of adequate and suitable facilities to assist
rescue and fire suppression are also within the active fire defense strategies.
The overall fire defense strategies for development project in Malaysia are based on
the ‘Fire Safety Philosophy’ of the Malaysian Uniform Building By-Laws 1984 where life
safety is the first consideration. The fire prevention and operational requirements for
both external and internal fire suppression must be considered together. It must also be
possible for the fire fighter to operate at any point in the buildings. Facilities must be
built into the buildings to enable the fire fighter to reach the top-most floors and carry out
rescue and internal fire suppression operations.
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4.0 - Active fire protection system requirement, Inspection, Testing and
Commissioning.
4.1 - Portable Fire Extinguisher
Portable fire extinguishers are intended for the occupants to use o extinguish a fire
during its early stages before he fire gets out of control. There are four types of
portable extinguishers for use against the appropriate class of fire.
I. Water type suitable for class A fires
II. Dry powder type suitable for Class A, B and C fires
III. Carbon dioxide type suitable for Class E electrical fires
IV. Foam type suitable for Class B flammable liquid fires
Under the Uniform Building By-Laws 1984, the requirement for fire extinguishers is
stipulated under By-Law 227. Portable fire extinguishers should comply with the
following Malaysian Standards:
M.S.1179 : Specification for portable fire extinguishers
M.S.1180 : Fire extinguisher’s media
M.S.1181 : Recharging fire extinguishers
M.S.1182 : Classification of fires
Inspection :-
Check to ensure that the extinguisher is in a proper location and that it is
accessible (generally located along exit routes besides exit doors and
staircase door).
Inspect the discharge nozzle or horn for obstructions. Check for cracks and
dirt or grease accumulations.
Inspect extinguisher shell for any physical damage.
Check to see if the operating instructions on the extinguisher nameplate are
legible.
Check the lock pins and tamper seals to ensure that the extinguisher has not
been tampered with.
Determine if the extinguisher is full of agent and fully pressurized by
checking the pressure gauge, weighing the extinguisher, or inspecting the
agent level. If an extinguisher is found to be deficient in weight by 10percent,
it should be removed from service and replaced.
Check the inspection tag for the date of the previous inspection,
maintenance, or recharging.
Examine the condition of the hose and its associated fittings.
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- *Testing and commissioning are made by the manufacturer.
Fire extinguisher Checked by JBPM
Pressure gauge
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4.2 - External Fire Hydrant
Fire hydrant installation consists of a system of pipe work connected directly to the
water supply mains to provide water to each and every hydrant outlet and is
intended to provide water for the firemen to fight a fire. The water is discharged into
the fire engine from which it is not reliable or inadequate, hydrant pumps should be
provided to pressurize the fire mains.
The requirement for fire hydrant is described under By-Laws 225(2) and 225(3) of
the Uniform Building By-Laws 1984 and the relevant standards are as follows:
B.S.5306 Part 1 or the equivalent Malaysian Standard
M.S. 1395 : Specification for pillar hydrant
Pressurized Hydrant System Typical Arrangement Drawing
Water supplies
Inspection:
Incoming water supply connection
Be refilled automatically from a water supply pipe capable of providing a
minimum flowrate of 20 litres per sec.
Capacity of water tanks
The fire water storage tank should be sized for a minimum effective
capacity of 18,000 litres.
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Compartmentation of water tanks, and where applicable.
Hydrant tank usually separate from other water storage tanks but may be
combined with water storage tanks for other fire fighting systems.
Breeching inlet.
A 4 way breeching inlet should also be provided to enable the fire brigade
to help refill the tank.
Testing and Commissioning
Pump operating pressure and flow rate
The running pressure of not less than 4 bars or more than 7 bars, for any
three hydrant outlets operating at the same time.
Pump not overheating
Pump room should be ventilated by natural or mechanical.
Vibration and noise level
Testing of electrical wiring system
Alternative power supply for electric pumps
Electrical cabling should be run in conduit or fire rated type of cable.
Batteries for diesel pumps
Should be maintenance free type.
Fuel for diesel pumps
Fuel supply should be adequate for minimum 2 hours operation.
Hydrant and Accessories
- Pillar hydrant should comply with M.S. 1395 and located at not less than 6
metres from the building and not more than 30m away from the entrance to the
building.
- Hydrant outlets are typically of twin or 3 outlets pillar type with an underground
sluice valve. Where these are installed within the owner’s boundry, each should
provided with 30m of 65mm diameter rubber lined hose, instantaneous coupling
and nozzles, all housed within a steel cabinet beside the hydrant.
Inspection:
Spacing of the hydrant
Hydrant are spaced at not more than 90 meters apart along access roads
of minimum 6 meters in width and capable of withstanding a load of
26tons from fire brigade vehicles.
Physical condition of hydrant, hoses and accessories.
Hydrant hose usually rubber-lined, should be provided complete with
nozzles at each outlet.
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Testing and Commissioning
Pressure and flow characteristics. Capable of providing 1000 l/min of water at a minimum running pressure
of 4 bars but not exceeding 7 bars.
Pipe work
Inspection:
Types of pipes used
The piping is usually of cement lined steel pipe. However, piping of
Acrylonitrile Butadiece Styrene(ABS) material may also been used
especially where corrosion is a major concern.
Testing and Commissioning
Hydrostatic testing and pipework
- Locate leaks or verify performance and durability in pressure vessels.
- tested to a pressure of 14 bars or 150% working pressure, whichever is the
higher for 2 hours, measured at the furthest hydrant.
Flushing of pipework
- Hydrant flushing plays an important role in the operation and maintenance
of a water distribution system.
- Hydrant flushing also provides an opportunity to check the volume of water
as well as pressure that is available at each hydrant. The hydrant’s
mechanical operation is also checked to ensure it will be in working order
when needed Fire Fighters depend on properly working hydrants with
adequate pressure and water flow. A stuck or poor flowing hydrant could
literally make the difference between life and death in an emergency
situation.
External Fire Hydrant
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4.3 - Hose reels system
Hose reel system is intended for the occupant to use during the early stages of a fire
and comprises hose reel pumps, fire water storage tank, hose reels, pipe work and
valves.
The requirement for hose reel systems is detailed under the Tenth Schedule of the
Uniform Building By-Laws 1984. The applicable standards for hose reel systems are
as follow:
BS 5306 Part 1 or the equivalent Malaysian Standard
M.S. 1447 : Hose reels with semi-rigid hose
Pr EN 694 : Semi-rigid hoses for first aid fixed installations.
Hose Reel System Typical Arrangement Drawing
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Water supplies
Inspection:
Capacity of water tanks
The fire storage tank should be sized based on 2275 litres for the first
hose reel and 1137.5litres for every additional hose reel up to a maximum
of 9100litres for each system.
Monitoring of water tank level.
Vortex inhibitors for water tanks
Pipe work
Inspection:
Types of pipes used
Pipework for hose reel system is generally 50mm nominal diameter and
the feed to individual hose reel should be not less than 25mm diameter.
Should be galvanized steel medium grade (class B) minimum for above
ground piping and heavy grade (class C) for underground piping.
Protection of underground pipework
Painting of pipework
The pipes should be painted with primer and finished with red paint.
Support for pipework
Pipe sleeves
Fire seal
Testing and Commissioning
Hydrostatic testing and pipework
- Locate leaks or verify performance and durability in pressure vessels.
Flushing of pipework
- Pipe flushing is done to improve water quality at the tap, increase the
efficiency of the system, and help to uncover potential problems with valves
Hose reel and Accessories
Inspection:
Isolating valve for hose reel
Physical condition of hose reel drum, hose, nozzles, etc
The rubber hoses should be to pr EN 694 and are typically 30m in length
and 25mm in diameter. Nozzles should be of the jet and spray adjustable
type of different diameters but 8mm is a recommended size.
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Testing and Commissioning
Hose reel performance test
Each hose reel outlet is to discharge a minimum of 30 l/min of water
within 6m of all parts of the space protected.
Pumps
Inspection:
Protection of rotating parts of pump sets
The hose reel pumps draw water from the fire water storage tank and two
sets of pumps, one on duty and the other on standby, are provided.
Mounting of pumps
Testing and Commissioning
Pump operating pressure and flow rate
The pump capacity is usually sized to deliver a flow rate of 120 l/min at a
running pressure of not less than 2 bars for any four hose reels operating
at the same time.
Pump not overheating
Pump room should be ventilated by natural or mechanical.
Testing of electrical wiring system
Electrical cabling supply power to the hose reel pump should be run in
galvanized steel conduit or fire rated type of cable.
Alternative power supply for electric pumps
Emergency generator
Batteries for diesel engine should be maintenance free type.
Hose, Nozzle and Drum Boxes
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Pump sets
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4.4 - Dry Riser System
Dry riser are a form of internal hydrant for the firemen to use and are only required
for building where the top-most floor is higher than 18.3 m and less than 30.5m
above the fire appliance access level. Dry risers are normally dry and depend on the
fire engine to pump water into the system. Dry riser system comprises a riser pipe
with landing valves to each floor and to which rubber-linned hose with nozzles can
be connected to direct the water jet at the fire. Breeching inlets into which the
firemen pump water are provided at ground level and connected to the bottom of the
dry risers
In the Uniform Building By-Laws 1984, the By-Laws pertaining to dry risers are By-
Laws 230 and 232. The relevant standards for dry risers are:
B.S.5306 : Part 1 or the equivalent Malaysian Standard
M.S,1210 : Part 2 – Landing Valves for Dry Risers
M.S.1210 : Part 3 – Inlet Breeching for Riser Inlets
M.S.1210 : Part 4 – Boxes for Landing Valves for Dry Risers
Dry Riser System Typical Arrangement.
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Water supplies
- The fire brigade breeching inlet installed at the bottom of the riser should comply
with M.S. 1210: Part 3. Where the breeching inlet is enclosed within a box, the
enclosure should comply with M.S. 1210: Part 5 and labeled ‘Dry Riser Inlet’. A
drain should be provided at the bottom of the riser to drain system after use.
Inspection:
Breeching inlet.
Two way breeching inlet for a 100mm diameter
4 way breeching inlet for a 150mm diameter
Located not more than 18m from the fire appliance access road and not
more than 30m from the nearest external hydrant outlet.
Landing Valves
- Landing valves are provided on each floor and should comply with M.S. 1210:
Part 2. To protect the landing valves, boxes may be provided and these should
comply with M.S 1210: Part 4.
Inspection:
Location of valves
They are usually located within fire access lobbies, protected staircases
or other protected lobbies, and installed at not more than 0.75m above
the floor level.
Caps for outlet of landing valves
Pipework
- The riser pipe diameter usually located within the fire access lobby or staircase
should be 150mm if the highest outlet is more than 23m above the breeching
inlet. Otherwise, the riser pipe can be 100mm in diameter.
Inspection:
Types of pipes used
The riser pipe shall be of galvanized iron to B.S 1387 (heavy gauge) or
class C, tested to 21 bars.
Protection of underground pipework
Painting of pipework
The pipes should be painted with primer and finished with red paint.
Support for pipework
Pipe sleeves
Fire seal
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Testing and Commissioning
Hydrostatic testing and pipework
Locate leaks or verify performance and durability in pressure vessels.
Tested to a pressure of 14 bars for 2 hours.
Flushing of pipework
Pipe flushing is done to improve water quality at the tap, increase the
efficiency of the system, and help to uncover potential problems with
valves
Boxes Breeching Inlet
Landing Valve Rubber Lined Hose and Box
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4.5 - Wet Riser System
Wet risers are a form of internal hydrant for the firemen to use and are always
charged with water. Wet risers are only required for buildings where the topmost
floor is higher than 30.5m above the fire appliance access level.
Wet riser system comprises duty fire pump with standby pump discharging into a
150mm diameter riser pipe with landing valves at each floor and to which rubber-
linned hose with nozzles can be connected to direct the water jet at the fire. A
jockey pump is usually provided to maintain system pressure. For high rise
buildings, each stage of the wet riser should not exceed 71m.
The requirements for wet riser systems are described under By-Laws 231, 232 and
248 of the Uniform Building By-Law 1984 and the applicable standards are:
B.S 5306 : Part 1, or equivalent Malaysian Standard
M.S. 1210 : Part 1 – Landing Valves for wet risers
M.S. 1210 : Part 3 – Inlet Breeching for riser Inlets
M.S. 1210 : Part 4 – Boxes for Landing Valves for Dry risers
Wet Riser System Typical Arrangement.
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Water supplies
Inspection:
Capacity of water tanks
The fire water storage tank should be sized for a minimum effective
capacity of 45,500 litres with automatic refill rate of 455 l/min. The
intermediate break tank for upper stages of the wet riser should be not
less than 11,375 litres with an automatic make up flow of 1365 l/min.
Compartmentation of water tanks
The wet riser tanks may be located on the ground floor, first or second
basement. It usually separated from other water storage tanks. But it may
be combined with hose reel tank, in which case the tank capacity should
be the total sum of water storage for both system.
Monitoring of water tank level.
Ball float valves, overflow pipes, drain pipes and water level indicator
should be provided for each component.
Vortex inhibitors for water tanks
Breeching inlet.
The breeching inlet should be a 4 way type complying with M.S. 1210:
Part 3. Where the breeching inlet is enclosed within a box, the enclosure
should comply with M.S. 1210: Part 5 and labeled ‘Wet Riser Inlet’.
Landing Valves and Accessories
- To protect the landing valves, boxes can be provided and these should comply
with M.S.1210: Part 4.
Inspection:
Location of landing valve
Landing valves are provided on each floor and should comply with
M.S.1210: Part 1. They are usually located within fire fighting access
lobbies, protected staircases or other protected lobbies and installed at
not more than 0.75m from the floor.
Storage of fire hose and accessories
Physical condition of fire hose, accessories and landing valve
Fire hose of the rubber lined type of not less than 38mm dia. 30m in
length, complete with 65mm dia. quick coupling, jet and spray nozzle
should be provided in a hose cradle beside each landing valve.
Caps for outlet of landing valves
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Testing and Commissioning
Pressure at landing valve outlet.
Should not be less than 4 bars but not more than 7 bars.
Two types of landing valve that is pressure reducing type with or without
relief outlet.
Flow rate of water.
Three way landing valve should be provided on the top most floor for
testing purposes. It’s to measure the flow rate.
Pipework
Inspection:
Types of pipes used
Where more than one riser is required for each floor, the distance apart
between the lowest and topmost landing valve in any riser should
galvanized iron to B.S 1387 (Heavy gauge) or Class C. where a relief
pipe is required, this return pipe shall be minimum 100mm dia.
galvanized iron to B.S 1387 (medium gauge) or Class B, discharging
back to the wet riser tank wherever possible. An air release valve should
be installed at the top of riser to relieve air trapped in the system.
Protection of underground pipework
Painting of pipework
The pipes should be painted with primer and finished with red paint.
Support for pipework
Pipe sleeves
Fire seal
Testing and Commissioning
Hydrostatic testing and pipework
Locate leaks or verify performance and durability in pressure vessels.
Flushing of pipework
Pipe flushing is done to improve water quality at the tap, increase the
efficiency of the system, and help to uncover potential problems with
valves
Pumps
- The wet riser pumps draw water from wet riser storage tank and two sets of
pumps, one is duty and the other on standby, are provided.
Inspection:
Protection of rotating parts
Mounting of pumps
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Testing and Commissioning
Pump operating pressure and flow rate
The pump capacity is usually sized to deliver a flow rate of 1500 l/min at
a running pressure of not less than 4 bars but not more than 7 bars, when
any three landing valves are in use at the same time.
Pump not overheating
Pump room should also be ventilated by natural or mechanical means
and to be provided with necessary signage.
Vibration and noise level
Provided room or protect with curtain.
Testing of electrical wiring system
Electrical cabling to supply power to the wet riser pumps should be of
mineral insulated copper core (MICC) or fire rated type.
Alternative power supply for electric pumps
Emergency generator.
Batteries for diesel pumps
Should be free maintenance type.
Fuel for diesel pumps
Should be adequate minimum 2 hours of continous operation.
Automatic operation of pumps
Pump sets
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Landing Valve Breeching Inlet
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4.6 - Downcomer System
Downcomers are also a form of internal hydrant for the firemen to use and are
always charged with water from a water from a water tank located at the top of a
building but without any pumps. Downcomers are only permitted for private
residential buildings with open balcony approach and where the topmost floor is not
higher than 60m above the fire appliance access level and should be adopted for
low cost flats only.
Downcomer system comprises a high level water storage tank discharging into a
150mm diameter riser pipe with landing valves at each floor and to which rubber
lined hose with nozzles can be connected to direct the water jet at the fire. No
pumps are provided and therefore the system pressure is limited to the static
pressure only.
The section in the Uniform Building By-Laws 1984, relating to downcomer systems is
the Tenth Schedule and relevant standards for downcomer systems are :
M.S 1210 : Part 1 – Landing Valves for Wet Risers
M.S 1210 : Part 3 – Inlet Breeching for Riser Inlets
M.S 1210 : Part 4 – Boxes for Landing Valves for Dry Risers
Water supplies
Inspection:
Capacity of water tanks
The fire water storage tank should be sized for a minimum effective
capacity of 45,500 litres.
Compartmentation of water tanks, and where applicable.
Located at the roof
Separate with other tank, however it may be combined with hose reel
tank in which case the tank capacity should be sum total of water storage
for both system.
Breeching inlet.
The fire brigade breeching inlets into which the firemen pump water are
provided at the bottom of the riser at the ground floor so that the firemen
can pump water into the downcomer system. The breeching inlet should
be a 4 way type complying with M.S. 1210: Part 3. Where the breeching
inlet is enclosed within a box, the enclosure should comply with M.S.
1210: Part 5 and labeled ‘Downcomer Inlet’. A drain should be provided
at the bottom of the riser to drain the system after use.
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Testing and Commissioning
Flow rate and pressure of water supplies
Automatic refill rate of 455 l/min.
Landing Valves and Accessories
- Two sets of fire hose of the rubber lined type of not less than 38mm dia., 30m in
length, complete with 65mm dia. quick coupling, jet and spray nozzle should be
provided at the caretaker’s unit or management office.
Inspection:
Location of landing valves
Landing valves are provided on each floor and should comply with M.S
1210: Part 1. They are usually located within fire fighting access lobbies,
protected staircase or other protected lobbies and installed at not more
than 0.75m from the floor. To protect the landing valves, boxes can be
provided and these should comply with M.S.1210 : Part 4.
Storage of fire hose and accessories
Located at caretaker unit or management office.
Physical condition of fire hose, accessories and landing valve.
Caps for outlet of landing valves
Pipework
- The downcomer mains are usually located within smoke free lobbies or
protected areas and such that each downcomer should cover no more than
900m2 of floor area. Where more than one riser is required for each floor, the
distance apart between the risers should not exceed 60m.
Inspection:
Types of pipes used
The riser pipe diameter should be 150mm galvanized iron to
B.S.1387(heavy gauge) or Class C. an air release valve should be
installed at the top of the riser to relieve air trapped in the system.
Painting of pipework
Coated with primer and finished with red gloss paint.
Support for pipework
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Testing and Commissioning
Hydrostatic testing and pipework
Pressure at 14 bars or 150% the working pressure, whichever is the
higher for 2 hours, measured at the inlet and check is carried out for
leakage at the joints and landing valve connections.
Locate leaks or verify performance and durability in pressure vessels.
Flushing of pipework
Pipe flushing is done to improve water quality at the tap, increase the
efficiency of the system, and help to uncover potential problems with
valves
Water tank rubber lined hose
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4.7 - Automatic Sprinkler System
An automatic sprinkler system is intended to detect, control and extinguish a fire,
and warn the occupants of the occurrence of fire. The installation comprises fire
pumps, water storage tanks, control valve sets, sprinkler heads, flow switches,
pressure switches, pipework and valves. The system operates automatically without
human intervention. The sprinkler head has a liquid filled glass filled glass bulb that
breaks due to the heat of the fire and releases water that sprays over the fire.
Under the Uniform Building By-Laws 1984, By-Laws 226 and 228 refer to the
requirements for sprinkler systems. The accepted standards for automatic sprinkler
installation are:
LPC Rules for Automatic Sprinklers, U.K
B.S 5306 : Part 2 – Specification for Sprinkler systems
In addition to the above, the other standards may be accepted by the Fire and
Rescue Department Malaysia but prior approval must be obtained. Some of the
standards which have been accepted are:
NFPA 13
Australian Std A.S. 2118
Factory Mutual
Sprinkler System Typical Arrangement.
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Water supplies
Inspection:
Capacity of sprinkler tanks.
Storage of sprinkler tank not dependent on inflow should have a minimum
effective capacity depending on the hazard classification and the height
of the lowest to the highest sprinkler not exceeding as defined in B.S
5306 : Part 2.
Compartmentation of sprinkler tanks
The nominal pressure and flow requirements depend on the height
measured between the topmost and bottommost sprinkler head.
Monitoring of water tank level.
Vortex inhibitors for water tanks
Protection of rotating parts of pump sets
The sprinkler pumps draw water from sprinkler storage tank to feed the
sprinkler network. Two sets of pumps, one on duty and the other on
standby, are provided together with a jockey pump to maintain system
pressure.
Mounting of pump sets.
Breeching inlet.
Breeching inlets are provided so that the firemen can pump water into the
sprinkler tank to make up for water used. The breeching inlet should be a
4 way type complying with M.S.1210: Part 3. Where the breeching inlet is
enclosed within a box, the enclosure should comply with M.S.1210: Part
5 and labeled ‘Sprinkler Inlet’.
Testing and Commissioning
Pump operating pressure and flow rate
Sprinkler pump capacity should be selected to meet the duties defined in
B.S.5306 : Part 2 for the various classes of hazards.
Pump not overheating
Should be ventilated by natural or mechanical means.
Vibration and noise level
Provide room or seal with curtain.
Testing of electrical wiring system
Electrical cabling to supply power to sprinkler pumps should be of mineral
insulated copper core (MICC) or fire rated type routed within areas with
low fire risk.
Alternative power supply for electric pumps
Emergency generator
Batteries for diesel pumps
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Should be free maintenance type.
Fuel for diesel pumps
Fuel supply should be adequate for minimum 4 hours of continuous
operation for Ordinary Hazard and 6 hours for High Hazard applications.
Automatic operation of pumps
Sprinkler Heads
Inspection:
Area of coverage
Maximum and minimum distance between sprinkler
Maximum and minimum distance between from walls/partitions
Distance from beams, columns and other obstructions
Obstruction below sprinklers
Depth and combustibility of ceiling void
Clear space below sprinklers
Physical condition of sprinkler heads
Sprinkler heads are generally of the conventional pendant or upright type.
Temperature rating of sprinkler heads
The temperature rating of the bulb is selected based on minimum 30°C
above the maximum ambient temperature of the space protected.
Typically, this will result in a nominal temperature rating of 68°C. in
kitchen areas, the sprinkler heads should have a temperature rating of
79°C.
Sprinkler guards
Spare sprinklers and sprinkler spanners
Pipework
Inspection:
Types of pipes used
Sprinkler pipework shall be of black steel or galvanized iron to B.S.1387
(Medium gauge) Class B minimum while underground pipework should
be heavy gauge of Class C.
Pipes of sizes 80mm and below should be installed with screw joints and
only pipes 100mm and above may be welded. Welding procedures and
materials shall be in accordance with B.S.2640 and B.S.2971 and should
be carried out by qualified welders.
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Radiographic tests should be carried out where doubts exist.
Alternatively, mechanical grooved coupling can be used for jointing for all
pipe sizes up to 250mm.
Protection of underground pipework
Painting of pipework
Coated with primer and finished with red gloss paint.
Number of sprinklers installed on range and distribution pipes.
Pipe hangers and supports for pipework
Pipe sleeves
Fire seal
Flow switches
Total length of pipework between alarm valve and water alarm gong
Testing and commissioning
Flushing of pipework
Pipe flushing is done to improve water quality at the tap, increase the
efficiency of the system, and help to uncover potential problems with
valves
Spray pattern of sprinkler
Alarm gong operating
Flow switches test
Each zone should be tested by opening the isolation valve on the test
line. The flow switch for that zone should indicate an alarm on the fire
alarm panel.
Zone monitoring (tamper switch)
Static pressure test
The system should first be flushed to clear all debris from the inside of
the riser. The riser is then hydraulically tested to a pressure of 14 bars or
150% the working pressure, whichever is the higher for 24hours.
Locate leaks or verify performance and durability in pressure vessels.
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Boxes Flow switch
Types of sprinkler head
Sprinkler guard Size of sprinkler head
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4.8 - Automatic Carbon Dioxide Extinguishing System
Carbon Dioxide extinguishing system consists of carbon dioxide cylinders, steel
piping, discharge nozzles, heat and smoke detector and a control panel, which
monitors the space, activates both visual and audio alarms before releasing the gas.
The carbon dioxide is discharged after a time delay upon detection of fire to warn
any occupant to evacuate the room. Such system is usually provided for electrical
transformer rooms, swicthrooms and standby generator rooms and should not be
installed for rooms, which are normally occupied.
The relevant clause in the Uniform Building By-Laws 1984, relating to carbon dioxide
extinguishing systems is By-Law 235 and the applicable standard is:
NFPA 12
Carbon Dioxide Extinguisher System Typical Arrangement.
Cylinders
- All cylinders supplying the same manifold outlet for distribution of agent should
be interchangeable and of one selected size.
Inspection:
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Capacity of cylinders
A reliable means of indication by weighing should be provided to
determine the amount of gas in the cylinders.
The Carbon Dioxide gas is stored in cylinders designed to hold the gas in
liquefied form at ambient temperatures. Cylinders should be suitable for a
working pressure of 59 bars at 21C and pressure tested at 228 bars.
Where more than three cylinders are required,
Pilot cylinders
A pilot cylinder should be provided to active the discharge from each
cylinder.
Location of cylinders
Gas cylinders should be located outside of the hazard which it protects
wherever possible. However, the risk of vandalism should also be taken
into consideration.
Flexible hoses
Safety valve
Support bracket
Weighing facility
Each system should have a permanent name plate specifying the
number, filling weight and the pressurization level of the cylinders.
Pipework
Inspection:
Types of pipes used
The material of piping and fittings, etc. for the installation of the system
must be of non-combustible heat resisting and must have capacity to
maintain its own shape in room temperature during the outbreak of fire.
All piping should be of API Schedule 40/80 steel pipe. Flexible piping,
tubing or hoses (including connection) where used should be able to
withstand the pressure ratings.
Painting of pipework
Support for pipework
Pipe sleeves
Fire seal
Nozzles
Testing and commissioning
Pneumatic testing of pipework
Pneumatic leak testing at low pressure followed by hydraulic pressure
testing
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Due to the inherent dangers associated with pneumatic testing using
compressed air or inert gas, a responsible person must be in charge
of this operation at all times. This person should direct the
preparations and supervise the application of the test by working to a
pre-prepared written plan based on the risk assessment. A written
record of the test showing the system designed working pressure, the
test pressure and duration should be kept and, at the conclusion of
the test, this person must verify that the system is safely
depressurised and ready for safe operation at the design working
pressure.
Pneumatic leak test procedure
Ensure that all rooms through which the piping passes are cleared of
people, then pressurise the system to the leak test pressure (normally
20mbar, but a pressure of up to 0.5bar could be used).
Wait at least 10 minutes, checking the gauge for pressure drop, and if
necessary ‘walk’ the route of the piping under test checking for leaks
using leak detecting fluid.
Once the leak test is passed, release the air pressure slowly and then
carry out the normal hydraulic test
Detectors
- The automatic detection is usually by means of either heat or smoke detectors.
The detectors should be resistant to corrosion.
Inspection:
physical condition of detector
conduit for all wiring
Testing and commissioning
Detector test
Electrical wiring test
Interfacing of detectors and control panel
Panel
- The system control panel should indicate the operation of the system, hazrds to
personnel, or failure of any supervised device and complying with M.S. 1404 and
B.S. 7273. A positive alarm and indicator should be provided to show that the
system has operated.
Inspection:
Protection of panel
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Mounting of panel
Testing and commissioning
LED test
1 zone alarm test
2 zone alarm test
Discharge test
Fault test
Connection to main fire alarm
Accessories
- Alarm should be provided to give warning of a discharge or pending discharge
where a hazard to personnel may exist. Alarms indicating failure of supervised
devices or equipment should give prompt and positive indication of any failure
and should be distinctive from alarms indicating operationor hazardous
conditions.
- Warning and instruction signs should be installed at entrances to and inside
protected areas at prominent positions.
Inspection:
Flashing lights
Tripping devices
Signage
Visible and audible alarms
Electrical and mechanical manual activation.
System
- The quantity of extinguishing agent should be sufficient to ensure rapid extinction
of any fire in the protected areas and with adequate spare capacity. Test should
go under:
Testing and Commissioning
Simulated automatic discharge test
Simulated manual discharge test
Actual discharge test
Bracket support during actual discharge test
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Automatic Fire Curtain
Control panel and indicator lights
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Carbon Dioxide Cyclinder and Pilot cyclinder
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5.0 - Conclusion
The Fire Services Act should not be read in isolation but reference should be made to
other regulations enacted under this Act. Further reference must also be made to the
Uniform Building By-Laws 1984, accepted relevant building codes and standards. For
effective prosecution detail reference must also be made to latest version of the
Evidence Act 1950, Criminal Procedure Code, Interpretation Act 1948 & 1967 and many
other relevant Acts in Malaysia together with relevant case laws.
The overall fire defense strategies for development project in Malaysia are based on the
‘Fire Safety Philosophy’ of the Malaysian Uniform Building By-Laws 1984 where life
safety is the first consideration. The fire prevention and operational requirements for
both external and internal fire suppression must be considered together. It must also be
possible for the fire fighter to operate at any point in the buildings. Facilities must be
built into the buildings to enable the fire fighter to reach the top-most floors and carry out
rescue and internal fire suppression operations.
Certificate of completion and compliance (CCC) on the active fire protection system are
the best method to make sure all the occupant safeties are taking care of in case of fire
happen. If there are no CCC requirement the developer or contractor will not make sure
the building is safe from fire and which the possibility of fire occur might be high and the
safety of occupant cannot be guarantee.
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6.0 - Reference
1. Guide to fire protection in Malaysia, Chief editor Prof. Datuk Dr. Soh Chai Hock.
2. http://www.ukcopperboard.co.uk/literature/pdfs/Installation-Tips/Pressure-testing-
piping-systems.pdf
3. http://www.pottersignal.com/training/presentations/wetpipesprinkler.html#11
4. http://nyail.com/fsd/real_wld.html
5. Siri Asas Kebombaan – PENCEGAHAN KEBAKARAN, Jabatan Bomba dan
Penyelamat Malaysia
6. http://www.atslimited.com/hydrantflushing.asp
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ATTACHMENT