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    GI-1

    GENERAL INSTALLATION NOTES

    1. Regulations, Codes And Standards

    All works covered in this Specification shall be implemented and completed in the strict

    compliance with all relevant statutory regulations, by-laws and orders of the LocalAuthorities. Where the Local Regulations and Rules do not exist, the appropriate BritishCodes and Standards shall be adhered to.

    All fire fighting equipments and materials used shall be in full compliance to the Jabatan

    Bomba Malaysia, the relevant British Standards, and all other relevant Authorities having

     jurisdiction over the installation.

    On completion of the installation the sub-contractor shall certify in writing to theconsultant and the Fire Authority that the installation is in full compliance with the DGFS

    requirements and shall take all necessary steps, including the paying of testing fees for all

    the equipments installed and to obtain approval of the installation from the Fire

    Authority.

    2. Excavation Trenching And Making Good

    The sub-Contractor shall be entirely responsible for excavation, trenching, backfillingand making good for all work included in this Sub-contract.

    3. Testing

    Before the issuing of the letter of acceptance by the Consulting Engineers, the installation

    shall be tested and adjusted in accordance with the following sub-clauses and Local By-

    Laws.

    The Sub-Contractor shall supply all materials, apparatus, instrument, water and labour required for the tests. All tests shall be carried out and certified in the presence of the

    Local Authority’s appointed representative and Consulting Engineer. Test results shall

     be submitted to the Consulting Engineer in duplicate for approval and shall include a

     brief description of test method and instrumentation used.

    a. Cold Water/Hose Reel/Sprinkler/Wet Riser Piping

    After each section of pipework has been completed, the joints shall be sealed andthe section subject to a hydrostatic test at a pressure of 150 psi. The pressure shall

     be held for a period not less than one hour and should leaks become apparent,

    effective repair and re-testing are required.

    This test should be done before plastering of wall, bricking in of duct, installation

    of ceiling etc.

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    GI-3

    replacements made. All entries to the log book shall be made by the Sub-Contractor and

    witnessed by the nominee. The log book shall be handed over to the Consulting Engineer on completion of the Maintenance Period. The schedule of maintenance shall be

    submitted to the Consulting Engineer for approval.

    8. Acceptance

    When the Sub-Contractor has fulfilled all testing and maintenance obligations, the FinalCertificate will be issued, the final payment made and the deposit lodged, as security will

     be returned. The complete installation will then be taken over by the Client.

    Notes

    The Sub-Contractor is deemed to have visited and familiarizes for himself of the site condition.

    The openings, plinths etc. shall be provided by the Main Contractor. However, it is theresponsibility of the sub-contractor to provide accurate information for all openings, plinth sizerequired to the Main Contractor who will co-ordinate the work before casting.

    The sub-contractor has to ensure for himself all his openings, sleeves, underground pipework,

    cast-in piping are correct in size, position, outlets, level etc. Failure to ascertain this part of his

     job, the sub-contractor has to bear all cost incurred as result of this.

    This sub-contractor is responsible to patch up any opening and make good to the building surfacefor the installation of Mechanical and Electrical Services.

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    HR-1

    HOSE REEL SYSTEM

    1. GENERAL

    The Contractor shall supply, install, test and commission the complete hose reel system

    generally as shown on the drawings. The design and installation of all components andthe system shall comply with the current rules and requirement of the Local FireAuthority and any other relevant authorities.

    2. FIRST AID HOSE REEL SYSTEM

    A complete first aid hose reel system comprising of hose reels and distribution piping

    shall be supplied and installed as shown on the drawings.

    3. HOSE REELS

    Hose reels shall be of the swing out type. Each hose reel shall have a 30m long 25mm

    dia. bore non-kink braid rubber hose. The minimum bursting pressure of the rubber hose

    shall be 600 psig. All hoses and fittings shall be suitable for a working pressure of 150

     psig.

    The nozzle assembly shall be constructed of corrosion resistant material of adequatestrength and shall be finished to provide a smooth surface. It shall be of approvedmanufacture relevant to BS 336 : 1980.

    Side plates of the reels shall be pressed steel and shall not exceed 750mm in diameter.

    The core on which the hose is wound shall have a minimum diameter of 200mm. When

    fully coiled, rims of the side plates shall project at least 15mm above the coiled hose.

    Hose guide set in suitable position shall be provided to facilitate the withdrawal of the

    hose with ease. The guide shall be designed and installed such that the hose can run off in any direction from left to right. The guide roller shall not be less than 25mm diameter 

    and be constructed of a suitable non-metallic material.

    The hose reel water ways connecting the water supply to the hose shall be constructed of 

    stainless steel or non-ferrous material such as brass. The body of the waterways casting

    shall be machined and bearings supported by a malleable cast iron wall bracket.

    The exterior of all components shall be rounded and smooth to prevent injury during use.Threaded parts of aluminum alloy components shall be coated with grease.

    The sides of hose reels shall be painted signal red. The installation shall be coloured in

    accordance with BS 1710 : 1984.

    On every hose reel, the manufacturer's name, trademarks and year of manufacture shall

     be displayed.

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    HR-3

    (c) The control system is actuated by the dropping of the water pressure in the

     pipeline. The electric pump will cut-in once the pressure drops below the presetvalue.

    (d) The "pump run" indicator will illuminate on the controller when the pump is

    turned on.

    (e) Should the electric pump fail to start due to the failure or tripping of the electricmotor, the diesel pump will take over automatically. Similarly, the electric pump

    trip or A/C failure indicator will be illuminated.

    (f) The operating condition of the pumpset is monitored to the fire alarm panel:

    Pump run/Pump trip

    A/C fail

    ii. Operation in Manual Mode

    The controller is fitted with "Manual Start" for testing and emergency application. It

    is independent of the "Auto Start" control system.

    (a) For manual operation, turn the following control switches to positions indicated:

    Main indicator - ONPumpset supply isolator - ON

    Mode selection switch - MANUAL

    (b) Press the `start' button on the electric pump controller, when the pumpset starts,

    the start switch must be released.

    (c) Should the electric pump fail to start, repeat item (2) in the standby pump

    controller.

    (d) Once the pumpset is started manually it must be reset to stop.

    System Under Normal Condition

    The following indicators and switches will be observed on the controller when the system

    is under normal working condition.

    1) 3 phase power supply indicators will illuminate.2) The auto-manual selector switch in "AUTO" position.

    3) Main isolator and pump supply isolator in "ON" position.

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    TA-1

    TANKS

    Water storage tanks shall be of hot-dipped galvanised pressed steel sectional construction in

    accordance with B.S. 1564. Galvanising shall be B.S. 729 with a minimum coating of 610 g/m2.

    Capacities and size shall be as indicated in the drawings.

    The tank shall be externally flanged on all sides with internal flanges on bottom sections. The

    tanks shall be adequately braced and reinforced to prevent distortion when in operation. The

    tank shall be compartmented as shown in the drawing.

    Unless otherwise specified, thickness of plate shall be not less than 4.5mm thick on all sides and

     bottom of tank of maximum 2 tiers high. For tank with 3 tiers high, thickness of plate shall be

    not less than 5mm thick on all sides and bottom of tank. For tank with 4 tiers high, the top 3 tiersfor the side plate shall be not less than 5mm thick while the last tier for the side plate and bottom

    of tank shall be not less than 6mm thick.

    Covers shall be constructed of galvanised mild steel plates of 3mm thickness and supported on

    steel truss to meet the size of the tank and provided with manhole/s of not less than 600mmdiameter clear opening unless otherwise specified and a suitable vent fitted with mosquito proof 

    wire netting and mushroom cover and of cross-section not less than that of the inlet pipe shall be

     provided.

    Access ladders shall be of aluminium and shall be provided adjacent to each inlet pipe for all

    tanks more than 1m deep.

    Jointing material shall be suitable for the conditions and shall be non-soluble, non-contaminatingand non-toxic. Pipe connection shall be flanged with neoprene between tank and flange to

    ensure a watertight seal.

    The steel tank shall be tested for leaks for a period of 24 hours before painting to the satisfactionof the Engineer.

    The tank shall be supplied complete with stainless steel sensor electrode, level indicator, access

    ladders, openings, scale and all necessary accessories.

    The cable system, moving indicators and counterweight shall be arranged so that the scale is

    direct reading; the indicator will move up as the level rises. The scales shall be positioned so

    that the levels of the indicating pointers correspond as closely as possible to the actual levels in

    the tanks behind. The scales shall be carefully calibrated with large figures indicating thousands

    of gallons, at 1000 gallons intervals, smaller line at 500 gallons intervals.

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    VA-1

    VALVES, GAUGES ETC.

    1. GENERAL

    All valves shall be supplied, installed, connected up and tested in position as generally

    shown on the drawings and as required for the satisfactory operation of the system.

    All valves shall be constructed, and applied in accordance with the relevant British

    Standards and the current edition of the F.O.C. Rules and shall be fitted in accessible positions for operation and repair.

    All stop valves shall be right handed and shall have indication whether it is open or shut.

    The controlling wheel must be marked with the direction the wheel is to be turned to closethe valve.

    The connection between each valve and the adjacent equipment shall be made with a union

    or a flange, for ease of dismantling.

    Before installation, all valves shall be blown out to remove any foreign matter that might

    lodge in them.

    Valves spindles shall be adequately lubricated with graphite and all glands shall be freshly

     packed before installation.

    The size of the valves shall be of the same diameter as the pipe for which they are to be

    fitted.

    All valves shall be suitable to the working and test pressure of the system in which they are

    installed and shall be of approved manufacture and shall be of the same manufacture.

    2. CHECK VALVES

    Check valves in pump discharge shall be stainless steel spring loaded, M&G wafer check 

    valve or recoil check valve. Check valve up to 50mm diameter shall conform to BS 1953and above 50mm diameter to BS 4190.

    3. BALL VALVES

    Ball valves shall be supplied and fitted complete with back nuts, ball float and arm. Ball

    floats may be of soldered copper, brass or polythene PVC. Ball valves shall be of the low

     pressure type and shall comply with BS 4141/1957.

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    VA-2

    4. STRAINERS

    In-line Y-type strainers shall be provided and installed where shown on drawings. All

    strainers shall be of steel or bronze body type screwed for sizes up to and including 50mmdia. and for sizes 65mm and above shall be of the cast iron flanged type. A removal bronze

    screen shall be provided and the degree of mesh size shall depend on the equipment to be

     protected.

    5. DRAIN COCKS

    Gun metal drain cocks shall be provided as necessary to ensure that all sections of the pipework and plan can be effectively drained. Sizes of drain cocks shall be as stated below:-

    a) Pipes up to and including 50mm dia. - 20mm dia.

     b) Pipes for 65mm dia. - 25mm dia.

    c) Pipes above 65mm dia. - 32mm dia.

    Drain cocks of 20mm dia. shall be complete with hose unions for draining down.

    6. AIR VENTS AND DRAINS

    Air bottles and cock shall be provided for air-venting where required. For pipes up to and

    including 32mm, the bottles shall be of the same dia. as the pipes to which they are fitted.

    For pipes above 40mm dia. bottles 0.5mm long shall be used. At the top of the bottle a taper 

    reducing fitting shall be installed with 20mm vent pipe and air-cock fitted at low level.

    Automatic air vents shall be provided as necessary and shall be complete with isolating

    cock. The discharge from these vents shall be pipes via copper pipe of appropriate size to

    the nearest floor drain or drain pipe. Drains shall be connected to equipment with unions tofacilities cleaning and removal.

    7. ISOLATING VALVES

    Valves up to and including 50mm dia. shall be of gun-metal with female screwed

    connections where fitted to steel pipes. Valves for copper pipe shall have compression type

    connection for sizes up to and including 40mm. These valves shall be of the full way, split

    wedge disc. pattern with non-rising spindles of high tensile steel, fitted with detachable castiron hand-wheels.

    Valves 50mm dia. and above where fitted to copper pipe shall be flanged and similar to

    those for steel pipework.

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    VA-3

    8. GLOBE VALVES

    Valves shall be of the globe pattern, screwed gunmetal for sizes up to and including 50mm

    dia. Valves 65mm dia. and above shall be of the flanged cast iron, cast steel or ductile irontype.

    9. RECOIL VALVES

    The recoil valve shall maintain a constant upstream pressure regardless of fluctuation in the

    demand and shall close tight when pressure reversal occurs.

    The main valve shall be a hydraulically operated, pilot controlled diaphragm type globe or angle valve. The valve stem shall be guided at both ends by a bearing in the valve cover and

    an integral bearing in the valve seat. The main valve shall have a single removable seat and

    a renewable resilient disc. No external packing gland is permitted.

    The pilot shall be a direct acting, adjustable spring loaded diaphragm valve designed to

     permit flow when the controlling pressure exceeds the spring setting.

    10. GATE VALVES

    Valves shall be screwed bronze for sizes up to and including 50mm dia. Valves of 65mm

    dia. and above shall be flanged cast iron, steel or ductile iron type.

    11. VIBRATING COUPLING

    Piping connections to all pumps and all equipment shall be by means of fabric reinforced

    moulded high pressure convoluted rubber connectors. The fittings shall have integral rubber 

    flanges, and be bolted onto the pipe lines using flanges for 50mm dia. and larger, for smaller than 50mm dia. connections shall be by means of high pressure hose clips and sealed with

    rubber plastic.

    12. ORIFICE PLATES

    Orifice plates shall be fitted where necessary in order to assist hydraulically balancing a

    system or to meet the pump characteristic curves. The diameter of the orifice shall not be

    less than 50% of the diameter of the pipe into which the plate is to be fitted. The orifice plates shall be of approved type and shall be installed in accordance with the F.O.C. Rules.

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    VA-4

    13. PRESSURE GAUGES

    Pressure gauges shall conform to BS 1780 and shall be of minimum 6" dial type. The scale

    value of the gauges shall be of the order of 150 per cent of the maximum known pressure.All pressure gauges shall be fitted with gauge cocks.

    14. PRESSURE SWITCHES

    Pressure switches shall be of the electrical operated type. They should be selected to suit the

    system installed.

    15. ROSE STRAINER 

    Rose strainer shall be bronze ball type securely fastened to the pipe inlet.

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    PV-1

    PIPEWORK 

    1. GENERAL

    The section covers the supply, installation and testing of pipework as generally shown on

    drawings. All work shall be executed to the satisfaction of the Consulting Engineer and asfar as possible avoiding any interference with the works of the other trades. All pipes shall

     be of approved manufacture and all pipes samples to be used shall be submitted for 

    Consulting Engineer's approval. Before being installed, all pipes shall be thoroughlycleaned, free from scales, rusts and obstruction and if necessary, the pipes shall be coated

    with one coat of primer to prevent rusting.

    In all exposed pipework installed, there shall be a clearance of approximately 50mm left between the outside of the pipe and the nearest wall, ceiling or equipment surface. Pipe

     joints or fittings will not be permitted within the thickness of walls floors or any other 

     partitions.

    All straight vertical run of pipe more than 30m in length shall have direct pockets formed

    from equal tees and plugs at the low points. Before horizontal runouts are taken off from

    such vertical risers, air bottles shall be fitted using equal or reducing tees at the high point of 

    the risers.

    Any open ended pipe of pipe connection left overnight or for any considerable period shall

     be protected from the entry of duct, sand, etc. by the fixing of plastic or soft-wood plugs.

    All pipes shall be anchored as required to control the movement of pipes due to thermal

    changes. General anchors shall also be fitted at the lower end of the vertical pipes. the

    location of these pipes anchors shall be carefully planned to make suitable allowance for 

    temperature variations in the pipe lines without causing undue stress in the pipework and

    fittings.

    The anchors shall securely hold the pipe in a fixed position to resist the attempted movement

    due to expansion and the weight of the pipe and contents.

    All pipework shall be installed in accordance with the Rules and to the approval of the LocalFire Authority.

    All piping shall be individually supported.

    All necessary hangers and supports for all pipework installed shall be supplied and installed

     by the Sub-contractor. Samples of hangers, brackets and supports to be used shall besubmitted for Engineer's approval.

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    PV-2

    Hangers and supports shall be of steel of adequate dimensions and designed to allow for 

    expansion and contraction. All hangers and supports shall be primed and finish coated with black bituminous paint to approval.

    Hangers or support spacing shall not exceed the following:-

    Maximum Spacing

    HorizontalSpacing

    VerticalSpacing

    Up to and including 40mm bore 2m 2m

    50mm bore up to and including 80mm bore 3m 4m

    100mm bore and above 4m 4.5m

    Pipings 150mm diameter and larger shall be supported from the floors below on stands or 

     by bracketing off columns using column clamps.

    Piping below 150mm diameter may be hung on hangers from the floor above.

    Pipe hangers or brackets shall be properly isolated, where necessary to prevent vibration and

    noise transmission and special care shall be taken in making piping connections to pumps

    and all other vibrating equipment.

    Pipe hangers shall be placed not more than 0.6m from each change of direction of pipes,

     preferably on the side with the longest run.

    Vertical runs of pipe shall be supported by clamps or collars suitably supported from anglesor channels in turn testing on special spring supports fixed to the floor slab. These supports

    shall be at least provided at each alternate floor slab and the top and bottom of each risers.

    Where vertical runs of pipes are turned at floor level to run horizontally, purpose-made

    collars and supports shall be provided to approval.

    Hangers for horizontal pipe runs shall allow for expansion of pipelines and shall have

     provision made for adjusting grade and alignment. They shall be split ring and adjustable

    type or other approved design hung on around steel rods or approved equivalent. Brackets or 

    clamps may be used where pipelines run along walls, columns or ceiling.

    All fixing of pipe hangers or brackets to the building structure shall be by means of 

    approved nylon or metal expansion plugs. Suitable receiving holes shall be cut by approved

    rotary percussion electric drills to give true and accurate drillings.

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    PV-3

    2. PIPE SLEEVES

    Pipe sleeves shall be fitted for pipes passing through floors, walls or any other partitions.

    Sleeves for galvanised pipes shall be of galvanised pipe off-cuts, and sleeves for copper  pipes shall be similar but of brass or copper.

    Pipe sleeves fitted in floors shall generally be 20mm above the finished floor level except in

     plant rooms and other areas where “Wet Floors” are excepted in these cases, the sleevesshall end 50 mm above the finished floor level, and tightly caulked with suitable diameter 

    asbestos rope.

    Pipe sleeves fitted in walls or partitions shall end flushed with the finished plaster or other 

    surface finish.

    Generally pipe sleeves shall be one (1) nominal diameter larger than the service pipeconcerned, except for sizes 100mm bore and above where they may be specially constructedfrom not less than 1/8 galvanised sheet steel.

    Where pipes pass through floor trench covers, special flanged sleeves shall be fitted to form

    a watertight seal.

    Where pipes pass through fire-brick walls or other partitions, clearance between pipe and

    sleeve shall be tightly packed with suitable diameter asbestos rope to form a sound and fire

     barrier.

    Where necessary for poured concrete fabrications, the Sub-Contractor shall supply the pipe-sleeves to the Main Contractor together with the necessary information for these

    sleeves to be correctly positioned in the shuttering before pouring the concrete.

    3. PIPE MATERIALS

    The types and quality of all pipework used shall comply with the following schedule unlessotherwise stated on the drawings or elsewhere in the specification.

    i) First aid hose reel and wet riser pipework shall be of G.I. class C to B.S. 1387.

    ii) All sprinkler pipes shall be medium grade black steel class B pipe to B.S. 1387.

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    PV-4

    4. STEEL PIPE JOINTINGS

    Screwed Connections/Welded Flange Connection

    All joints up to and including 65m dia. on galvanised steel pipeworks shall be made by

    screwed connections.

    All joints on 80mm dia. galvanised steel pipework and above shall be made by means of 

    welded flanged connection or scred connections.all joints on black steel pipeworks shall be made by means of screwed connections.

    All joints to piping in pump room shall be by means of welded flanged connections.

    All screwed joints shall be made with teflon thread sealing tape or approved equivalent.

    All welded joints shall comply with the relevant welding codes. Only qualified welders shall be allowed to work. All welded joints (except end to end pipework) shall be forged in one piece welding flanges, reducers, elbows, etc. of approved make to BS 1965 : 1963. All scaleand oxide shall be removed with chisel and hammer or file.

    Appropriate mating flanges shall be used on all flanged connections. Flanges shall comply

    to BS 10 Table E or F where necessary. All flanged joints shall be flushed and aligned and

    shall be made of corrugated jointing rings, coated on both sides with the recommended

     jointing compound.

    All bolts and nuts shall be of hexagonal type made from bright steel of approved

    manufacture to BS 28.

    5. STEEL PIPE FITTINGS

    In all cases, galvanised pipe fittings shall be used on galvanised pipework unless written

    confirmation is supplied by the Consulting Engineer.

    In general, all fittings shall be of the malleable iron type but in all cases entirely suited tothe working and test pressures of the current concerned.

    Reduction in the diameter for through-flow pipes shall be made by means of reducing

    sockets. Eccentric reducing socket shall be used on horizontal pipes and concentricreducing sockets for vertical pipes only.

    On all changes of direction, long radius bends and sweep or “pitcher” tees shall be used.

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    PV-5

    6. SLOPE OF PIPES FOR DRAINAGE

    Sprinkler pipes shall be so installed that the system can be thoroughly drained. As far as

     practicable all pipes shall be arranged to drain to the intallation drain valve which should benot less than 50mm dia. for Ordinary and Extra High Hazard Systems and not less than

    40mm for Extra Light Hazard Systems.

    With dry pipe or alternate wet and dry pipe systems range pipework should have a slope of at least 4mm in 1m and distribution pipeworks not less tahn 2mm in 1m.

    In the case of basement and the areas where sprinkler pipework is below the installation

    drain valve and in other trapped points in the system auxilliary valves of the following

    minimum sizes should be provided:-

    20mm valves for pipes up to 50mm dia.25mm valves for 65mm dia. pipes32mm valves for pipes larger than 65mm dia.

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    PL-1

    PAINTING AND LABELLING

    1. PAINTING AND PROTECTION

    Only the best primers and paints shall be used on all equipments, piping, fittings, valves,hangers, conduits, switchboard, etc. and all work exposed to view.

    Painting shall only be done in suitable weather and all final coatings shall be to the approval

    of the Owner and/or the Architect.

    Tarpaulins, sheets and coverings to protect floors, walls, etc. shall be provided by this

    Sub-Contractor.

    All metallic items to be painted shall be clean, free of grease and rust.

    Each coat of paint shall be applied by brush and when thoroughly dry, smoothed with

    suitably abrasive paper or cloth before the next coat is applied.

    Should any corrosion or signs of faulty painting technique become apparent during the

    maintenance period, the Sub-Contractor shall require to remove the defective paint work or 

    component part at his own cost and retreat and/or repaint it as directed and to the satisfactionof the Consulting Engineer.

    The painting shall be carried out as follows:-

    a) All pipes where exposed in the building shall be painted as follows:-

    1 - approved rust inhibitive primer 

    1 - undercoat

    2 - coats of high gloss finish

     b) All underground concealed pipework shall be painted 2 coats of bituminous paint,

    care shall be taken in the choice of this paint in regard to its melting point and

    adhesive properties.

    c) All screw heads, wingnuts and other means of fixing shall be painted at the time of installation and refinished after the final testing and commissioning is completed.

    d) All cut of galvanised steel or sheet metal works shall be prepared as mentioned

    above and painted 2 coats of zinc chromate paint.

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    PL-2

    e) All manufactured items that are delivered in a painted condition, whether under or 

    finish, coated shall be prepared as mentioned above and then repainted as before;however, sprinklers shall not be altered in any respect nor have any type of 

    ornamentation or coating applied except where sprinklers are used in premiseswhere corrosive vapours are prevalent. These sprinklers shall have approved

    corrosion resistant coatings (applied by the manufacturer) or shall be coated twice

    with a good quality petroleum jelly, the first coat to be applied before erection and

    the second after installation.

    Special care shall be taken with the painting of the underside of pumps, bases, etc. A

    layer of bituminous material or roofing felt shall be laid on the base before the item

    is installed and then trimmed to size.

    f) All items that are considered liable to oil or grease splashes shall be finished painted

    using 2 coats of appropriate oil proof paint.

    All items subjected to corrosive or hazardous condition shall be specially treated and painted with suitable anti-corrosive paint as recommended by the manufacturers.

    A schedule of paint colours to be used will be issued to the Sub-Contractor as the

    work progress on Site.

    2. LABELLING

    Lettering on piping shall be painted in contrasting colours and shall be in center of bands.

    The lettering shall be in block letters with minimum dimensions of 1/2 in. high for pipes 2ins. and under and 1 1/2 ins. high for pipes over 2 ins.

    Directional arrows shall be in black on two visible sides of all pipings at each valve, fittings

    and long runs at 6 ft. centers. The size of arrow shall be 3 ins. long on pipes up to and

    including 2 ins. diameter and 6 ins. long on pipes over 2 ins diameter.

    Every valve in the installation shall be provided with a 2 ins. diameter brass tag secured to itwith a chain and stamped with the service and area the valve controls.

    Pumps and all duplicated equipment shall be numbered and labelled in 1 in. high stencilled

    letters.

    Labelling shall be provided for fireman lift, fire console room, fire fighting pumproom,

     breeching inlet, flow switches, all control panels and fire console room directional route.

    The size of the lettering shall be to the Engineer and CIFs requirement.

    All the isolating valves shall be painted white and complete with padlock or chain lock.

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    SH-1

    SPRINKLER HEADS

    1. GENERAL

    The Sub-Contractor shall supply and install all sprinkler heads as shown on the drawings.

    The Sub-Contractor shall also supply to the Owner a stock of spare sprinkler heads after 

    completion of the installation at the written instruction of the Consulting Engineer; the stock 

    of spare sprinkler heads shall consist of 24 nos. standard and flush type for Ordinary hazard.

    The stock shall be increased by 50 per cent where there are more than two installations.

    Sprinkler shall be of approved makes and types. Sprinklers shall be of conventional patterndesigned to produce a spherical type of discharge with a proportion of water being thrown

    upwards to the ceiling. Sprinklers shall be designed with universal type deflector enabling

    the sprinkler to be erected in either the upright or pendent position.

    2. CEILING (FLUSH) PATTERN SPRINKLERS

    All sprinklers shown in shopping areas, corridors, lobbies, etc. where there is false ceiling

    shall be installed pendent with plate flush to the ceiling with the heat-sensitive element below ceiling line. The sprinklers and ceiling plate shall be of satin chromium finish. All

     pipework installed shall be concealed within the false ceiling space.

    3. STANDARD TYPE SPRINKLERS

    All sprinklers shown in the areas without false ceiling shall be of the Standard Type. Theyshall be of standard bronze finish and shall be installed either in the upright or pendent

     position according to the direction of the Consulting Engineer on site.

    4. SPRINKLER GUARDS

    Where sprinklers are liable to accidental or mechanical damaged eg. along vehicle ramps of 

    where otherwise specified by the Consulting Engineer sprinklers must be protected by

    approved metal guards. The stock of spare sprinklers shall include 12 nos. protective

    guards.

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    SH-2

    5. SPRINKLER ORIFICES

    Sprinkler shall have the undernoted nominal sizes as approved for the respective Hazard

    classes mentioned.

    Hazard Class Nominal Size K Factor  

    Extra light only 10mm 57 + 5%

    Ordinary 15 mm 80 + 5%Extra High only 20 mm 115 + 5%

    The designed density of discharge for each different class of Hazard shall be as stated in the

    Current rules for Automatic Sprinkler Installation issued by the Loss Prevention Council,

    United Kingdom.

    6. SPRINKLER TEMPERATURE RATINGS

    Generally, sprinkler temperature ratings shall be 68oC and shall be colour coded according

    to the F.O.C. Rules. The temperature rating of the sprinklers in each area shall be checked

     by the Sub-Contractor. Where sprinklers are exposed to direct sunlight, the sprinkler 

    temperature ratings shall be increased accordingly subject to the approval of the Local Fire

    Brigade Authority and the Consulting Engineer. For kitchen and laundry rooms, the

    sprinkler heads to be installed shall of high temperature type with a temperature rating of 

    93oC.

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    PP-1

    PUMPING PLANTS FOR SPRINKLER SYSTEM

    1. GENERAL

    The Sub-Contractor shall supply, install, test and commission the pumpsets installation and

    other instruments that are required for the efficient operation of the complete sprinkler 

    system.

    All pipework including suction pipe and discharge pipes in connections with the pumps

    installation and water tank/s where specified on the drawings shall be included in theSub-Contract.

    2. MAIN PUMPSETS

    The pumps shall be of the fully imported, multistage, centrifugal, constant speed, singlestage, end suction type.

    Two pumpsets shall be supplied and both shall be driven by approved electric motors

    conforming strictly to the current FOC Rules and all other local authorities.

    Each pump shall be capable of discharging not less than the flow rate specified in the current

    edition of the F.O.C. Rules in accordance to the classification of fire hazard against the

    height of Sprinkler Head. Tenderers are required to carry out the necessary calculations

    relating to the pressure drops of the equipment and fittings selected by capable of providingthe necessary discharge and pressure available at each outlet. Tenderers shall submit

    manufacturer's selection charts and data at time of tendering. Factory test certificate shall be

    submitted for approval prior to the installation of sprinkler pumpset.

    The deliveries shall be connected to the foot of the rising main through a Y-junction piece

    and a back pressure valve fitted in each leg of the `Y'.

    Means must be provided for the release of air which might become trapped in the upper part

    of the pump case, this must be achieved automatically where a pump operates under suction

    lift conditions.

    The casing shall be of the high grade close grained cast iron with integral connections. The pumps shall be fitted with bronze impeller accurately machined and balanced and rigidly

    secured to the stainless steel shaft by means of a square key and streamlined impeller nut.

    Case-wear rings shall be of renewable type.

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    PP-2

    Bearings shall be of the heavy duty designs, adequately sized and effectively sealed against

    ingress of dust or moisture. Stuffing boxes shall be fitted with four rings impregnated

    asbestos packing plus lantern ring for flushing. A drain shall be provided for each pump

    seal and discharge to an approved location.

    Metal guards shall be installed over each coupling and belt driven mechanism.

    Each pump shall be provided with a name plate stating the performance characteristic as

    specified in F.O.C. Rules.

    A fall in water pressure in the sprinkler system which is intended to initiate the automaticstarting of the pump shall at the same time provide a visual and audible alarm at the Master 

    Indicator and alarm panel. The starting of the pump or pumps shall not cause the

    cancellations of the alarm.

    Visual and audible indication of pump or pumps operation, pump or pumps fail to operate

    and power or phase failure to the motor starting switch shall also be provided at the Master 

    Indicator and alarm panel.

    Power for the above warning systems must be taken from a separately switched sub-circuit

    to that feeding the pump in the case of an electric pump. In the case of compressionignition engine driven pumps the power for the warning system must not be taken from the

     battery which is used for automatic starting. Where power is taken from battery for the

    warning system, the battery must be trickle charged and have a capacity sufficient to provide

    an alarm for 72 hours duration.

    Both pumps shall be directly driven by an approved totally enclosed fan cooled squirrel cage

    motor. Motors shall be equipped with sleeve bearings. The motors shall be suitable for 415

    volts 3 phase 50 hertz supply and with Class `E' insulation.

    The electrical connections shall be such that power supply is always available for the motor 

    when the switches for the distribution of other power throughout the premises are open.

    Any switches on the power feed to the motor must be clearly labelled "Sprinkler Pump

    Motor Supply - Not To Be Switched off in the Event of Fire".

    A tell-tale indicator lamp or lamps shall be provided to show that there is a power supply

    available for the motor. The failure of any one phase of the A.C. supply shall be indicated.The indicator must be in the vicinity of the pump and so placed that it can be readily seen bymaintenance personnel. All indicator lamps shall be duplicate or twin lamps.

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    PP-3

    An ammeter shall be fitted to give an indicator of current and possible overload.

    High rupturing capacity fuses installed must be capable of:

    i) Protecting the cable connection to the motor;

    i) Carrying the stalled current of the motor for a period of not less than 75 percent of 

    the period which such a current would cause the motor windings to fail.

    Any no-volt release mechanism must be of the automatic resetting type such that on

    restoration of the supply the motor can restart automatically. Magnetic and thermal overloadtrips are not allowed.

    3. JOCKEY PUMP

    It shall be of the automatic vertical multi-stage pressure maintenance pump designed with a

    steep performance characteristic for positive cut in and cut out sequence operation. It shall

     be able to provide at the same time the necessary flow rate of 20 igpm against the necessary

    head when the system is operating.

    The impellers shall be of stainless steel with steel shaft. The suction and delivery chambersshall be of the fine grained cast iron. Intermediate chambers shall be either stainless steel or 

    fine grained cast iron.

    The bearings shall be rubber-water lubricated and designed for the duty concerned.

    The motor shall be totally enclosed fan cooled type with Class E insulation and suitable for 

    415 volts, 3 phase, 50 cycles supply.

    The operation shall be governed by a pressure switch in the trunk main set to cut in the pump when the pressure reduced to a predetermined value.

    The electrical connections shall be such that a power supply is always available for the

    motor when the switches for the distribution of other power throughout the premises are

    open.

    A tell tale indicator lamp or lamps shall be provided to show that there is a power supplyavailable for the motor. The failure of any one phase of the A.C. supply shall be indicated.

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    PP-4

    4. PUMP OPERATION

    The pumps must start automatically and shall be fully operational within 30 seconds after 

    starting. The automatic starting device for duty and standby pumps shall be of an approved

     pattern and set to operate when the pressure in the trunk main has fallen to a value not lessthan 80 percent of the pressure in the trunk main when the pump is churning.

    The first automatic starting device shall bring the duty pumpset into operation and if due to

    electrical or mechanical failure, the duty pumpset fails to function satisfactorily the pressure

    in the trunk main shall continue to fall.

    The second automatic starting device, set to operate at a lower pressure than the first device,

    shall then bring the standby pumpset into operation.

    A manual changeover switch shall also be provided.

    Means shall also be provided for manual starting by reducing the pressure. Once started, the

    standby pump must run continuously until stopped manually.

    The jockey (make-up) pump installed shall operate before the main pumps to maintain the

    system pressure against any small losses and shall be able to provide at the same time thenecessary flow rate of 30 igpm against the necessary head.

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    EL-1

    ELECTRICAL DETAILS

    1. GENERAL

    The sub-contractor shall supply, deliver, install and set into operation all motors,

    switchboards, switchgears, control systems and all other necessary equipments and materials

    that are required for the efficient and economic operation of the complete Fire Fighting

    System together with all incidental work pertaining thereto even though not specifically

    mentioned herein or shown on the drawings.

    All electrical work and workmanship on materials covered by this section shall conform to

    the best principles of modern engineering practice and be of first grade quality as to design,

    manufacture and installation.

    2. PUMPING PLANT SWITCHBOARDS

    The switchboards shall be of the self-contained, extensible, wall-mounting and flush fronted

    metal cubicle type. It shall house contactors, starters, relays, fused switches, selectors andisolating switches, fuse distribution boards, meters, busbars, indicating lamp and switch and

    all other necessary items of equipment whether specified hereinafter or not.

    The switchboards shall be suitable for operating on a 415 volts 3 phase, 50 cycles supply

    system operating with solidly earthed neutral.

    Each cubicle framework shall be fabricated from rolled steel angle sections and shall be of 

    rigid construction with all joints welded and ground. They shall be of standard size uniformin height and depth from front to back.

    The door, side panels, and cubicle roof shall be constructed from not less than No. 12 s.w.g.

    steel sheet with turned edges to the front panels and so formed as to provide a neatappearance.

    The front top and back of all cubicles shall be finished as specified with end plates and

    heads of any external fixing bolts or set screws similarly finished except those steel partsnormally left bright which shall be cadmium plated and operating parts finished semi-gloss

     black. The doors shall be provided with a car type lockable handle and of such construction

    that the door cannot be opened unless the isolator switch or handle is first turned to the OFF

     position thereby cutting off the electric power supply to the electrical mechanism inside the

    cubicle switchboards.

    To ensure dust-proof locking arrangements, felt rubber insert gaskets shall be incorporated

    in the frames of the switchboards. The doors shall be fitted on the inside with shelves for storing of spare cartridge fuses and contactors and electrical circuit diagram.

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    EL-2

    All incoming and outgoing circuits and wiring shall be brought to the contactors, starters,

    relays and controllers via insulated terminal strips mounted within the cubicle. All wiring

     between terminal strips and electrical equipment inside the control panel shall be neatly run

    and taped in accordance with the requirements of IEE.

    All secondary wiring shall be of not less than 1.5mm2

    section insulated with PVC and shall

     be fixed securely without strain by cleats of the compression type. For the purpose of 

    identification, different insulation colour shall be provided to distinguish the various circuits

    and each connection shall terminate at an approved type of terminal block placed in an

    easily accessible position for testing at site with coded ferrules of an approved type at both

    ends of each conductor. No connectors or soldered joints shall be permitted in the wiring.The wiring shall be formed in a neat and systematic manner, with cables supported clear of  panels and without crossovers. Bushes shall be provided as necessary to prevent chafting of 

    cables.

    Meter panels shall be hinged to provide ready access to connections and small wiring shall

     be enclosed in flexible plastic conduit. All meters and relays shall be fully tropicalised. All

    terminals shall be completely insulated and potential circuits shall be suitably fused.

    All cubicles shall be appropriately labelled to indicate the service. Labels shall also be provided to identify all items of equipment, circuits, cable and where applicable current

    rating of fuses and setting of relays. Labels on the exterior of equipment shall be clear 

     perspex, reverse engraved, filled flush with black (or red and suitable) filling and the back 

     painted the same colour as the equipment. Labels shall be attached by means of machine

    screws and nuts or machine screws driven into drilled and tapped holes.

    Prior to despatch from the manufacturers works all metal work shall be thoroughly cleaned

    and degreased and treated with a rust-inhibiting primer, followed by at least two coats of 

    durable good quality, oil and weather resistant paint, finished grey to colour 631 of B.S.381C. All painting shall be made good at site prior to commissioning.

    All wiring shall be carried out with PVC cables in fabricated conduits and shall be run

    strictly in accordance with the requirements of IEE regulation and local authority with

     jurisdiction over the installation. All cables in which links or abrasions occur shall be

    rejected and shall be replaced by the Sub-contractor at his own expense.

    All cables shall be of approved manufacture and shall be of distinguishing colours for their specified applications.

    Bending radius of cables shall be not less than eight times the overall cable diameter. The

    cables shall be terminated at a brass junction box near the motor or equipment terminal block and at earth bar inside the switchboard. The connection between the junction box and

    equipment or motors shall be made by PVC cables and PVC heavy duty flexible conduit

    fitted with approved brass screw type flexible conduit couplings. Cables from above 6mm2

    shall be terminated with a lug type of grip cables sockets of approved manufacture.

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    EL-3

    A steel sleeve shall be provided where MICC cable passes through a concrete floor and shall

    extend at least 7 inches above the floor to afford mechanical protection to the cable. The

    sleeve shall be effectively sealed with bitumen after the cables have been inserted.

    Polyvinyl chloride (PVC) cables shall be of the 440/250V grade and manufactured to B.S.S.

    2004 : 14E61. PVC insulated cables may be used where cables are installed in conduit or 

    trunking; but where cables are installed in plaster, in exposed positions or partly run in

    conduit and continued concealed directly in plaster or run on the surface of walls and

    ceilings, PVC insulated and sheathed type must be used.

    PVC cables shall be installed in rigid conduits fixed to walls, metalworks, ceiling or buriedin the ground. Conduits shall be of Class `B' medium gauge, screwed steel type, andtogether with conduit, fittings shall comply with B.S.S> 31 : 14E40. All conduits and

    fittings shall be galvanised and the water or gas pipe shall be prohibited. Conduits bearing

    traces of rust or damage shall not be used.

    Conduits shall be of sufficiently large sections and so arranged with draw-in bones to allow

    for either an easy draw in or out of one or all of the cables, the total number of which must

    not exceed the number set out in Table B.5M of the current edition of the IEE Regulations.

    All conduits shall be mechanically and electrically continuous throughout and shall be

    efficiently earthed with heavy copper wire or tape and screw-on clips. No conduit shall be

    less than 20mm. in outside diameter.

    Conduit terminations to loop in boxes shall consist of a screwed socket and smooth bore

     bush, but to adaptable boxes, fuseboards, etc. termination shall consist of a flangedcoupling, lead washers and smooth bore bush.

    Where conduits are exposed to damp situations, or are buried in the ground they shall bemade completely water tight by treating all joints with red lead.

    3. ELECTRIC MOTORS

    Electric motors shall be of 3 phase 415 volts 50 cycles supply for 1 H.P. and above and for 

    motors of less than 1 H.P. may be of 1 phase 240 volt 50 cycle supply.

    Motors shall be of the totally enclosed fan cooled type to B.S. 24E62 Part 2. Adequate precautions shall be taken to prevent the ingress of moisture. All motors shall be in

    accordance with B.S. 2613 and B.S. 2757 with Class `E' insulation to B.S. 2757. Motors

    shall be continuously rated (C.M.R. category of B.S. 2613) and shall have torque

    characteristics as required by their respective duties.

    All motors shall be adequately earthed to meet the requirements of IEE regulation.

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    EL-4

    Motor starters shall be in accordance with B.S. 587. Where remote control is required,

    starters shall be contactor type with coils wound for 240 volts 50 cycles supply. All starter 

    cubicles shall be fitted with thermostatically controlled heats to maintain the temperature

    within the cubicle above dewpoint. Heaters shall generally be located at the bottom of thecubicle with the thermostat at the top. The heater terminal at the motor and starter shall be

    clearly labelled.

    "Caution - Motor Heater - Alive When Motor Stopped".

    Power factor correction capacitors shall be provided as required to correct the power factor 

    for all motors over 2 H.P. in size to 0.85 lagging or better at all loads. The capacitors shall be installed adjacent to the motors and complete with necessary protection fuses, dischargeresistors and all wiring and connections.

    The rating of motors shall be such that they will not be over loaded at any points within the

    range of operation of the equipment connected and shall be of adequate rating and starting

    characteristics to allow equipment to be brought up to speed on starting in reasonable time.

    Bearing shall be of ball or roller sleeve type as applicable. Terminal boxes with gasket

    cover shall be provided suitable for reception of screwed conduit entry or MICC cable as

    required.

    The supply to each motor shall be controlled by means of an efficient cut-off switch placed

    in such a position as to be easily handled by the person in charge of the motors, and

    connected such that the power supply can be cut off from the motors and from the regularly

    switch resistances or other devices connected to it.

    Motors arranged for remote control shall be provided with a similar cut-off switch or 

    switches fitted at the motor positions.

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    VN-1

    VIBRATION AND NOISE ISOLATION

    1. GENERAL

    The Sub-Contractor shall supply, install, test and commission all the vibration and noise

    isolation materials as specified hereinafter.

    2. SPRINKLER PUMPSETS

    Unless otherwise stated, all sprinkler pumpsets shall be mounted on an integral welded base

    frame of minimum 150mm high steel channels with spring mountings supporting the base

    on out-riggers similar to ‘Mason’ frames, ‘Kinetics’ frames or approved equivalent. Base

    shall be large enough to support the first pipe elbows.

    The base frame and spring mountings are to be mounted on a minimum 100mm. high plinthor foot pads. The minimum clearance between the base frame and the floor or plinth is to be

    100mm.

    Spring mountings shall be similar to ‘Mason’, ‘Kinetics’ or approved equivalent and shall

     be free standing and laterally stable without any housing and complete with 8mm to 10mm

    neoprene acoustical friction pads between the base plate and the support. All mountings

    shall have levelling bolts that must be rigidly bolted to the equipment. Spring diameters

    shall be no less than 0.8 of the compressed height of the spring at rated load. Springs shall

    have a minimum additional travel to solid equal to 50% of the rated deflection. The springstatic deflection shall be as recommended by the Manufacturer.

    3. PIPEWORKS

    The first three pipe hangers in the main lines in the pump room shall be similar to Mason

    Type PC30N or approved equivalent. The vibration hangers shall contain a steel spring and0.3m deflection neoprene element in series. Details shall be submitted for the Consultant’s

    approval.

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    SC-1

    SPRINKLER CONTROL VALVES INSTALLATION

    1. GENERAL

    The Sub-Contractor shall supply, install, test and commission the Fire Fighting Sprinkler Control Valves installation and other instruments that are required for the efficient operationof the complete Fire Fighting Sprinkler System.

    2. WATER SUPPLY

    The water supply for the Automatic Sprinkler Installation is a superior water supply as

    defined by the F.O.C. Two automatic main pumpsets, each of which is capable of providing

    independently the necessary pressures and flows for the respective hazard class are beinginstalled to draw water from the suction tank/s under positive head conditions.

    The water pressure and flow conditions at the installation control valve/s shall conform to

    the respective hazard class as specified in clause 2300 of the F.O.C.

    3. INSTALLATION CONTROL VALVES

    Each installation shall be provided with a set of installation control valves comprising of amain stop valve, an alarm check valve (wet pipe) and a water motor alarm and gong.

    a) Main Stop Valve

    Main stop valve when closed shall shut off all supply of water to the installation. All stop

    valves controlling water supply shall be secured open by a padlocked strap. All stop valves

    shall be right handed and the controlling wheels shall be clearly marked showing in which

    direction the wheels are to be turned to keep the valves open or shut.

    A plan showing the position of the main stop valve or valves clearly indicated thereon shall

     be placed within the building where it can be readily seen by firemen or others responding to

    the alarm. In addition, a location plate shall be fixed on the outside of an external wall, as

    near to the main stop valve as possible, bearing the words in raised letter "Sprinkler Stop

    Valve".

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    SC-2

    Alarm valve shall be supplied and fixed on the main supply pipe immediately above the

    main stop valve. The alarm check valve shall be of the full flow pattern to minimisehydraulic friction loss at large flows. It shall be of approved type and shall incorporate

    retard chamber where required to prevent false alarm and also shall have all necessaryconnections to pressure gauges, water motor alarm, combined drain and test valve, etc.

    c. Water Motor Alarms

    Water motor alarm shall be of approved type and shall be supplied and fitted as near to

    the alarm valve as practicable and in any case the total length of pipework shall not

    exceed 25m. The water motor alarm shall not be located higher than 6m above the valve.

    Each water motor alarm shall comprise of a fire alarm gong with a water turbine to

    operate when sprinklers are operating. The pipework shall be galvanised and shall be

    20mm diameter. Each water motor alarm shall be arranged to drain through a fitting

    having an orifice not larger than 3mm diameter. The orifice plates shall be either of stainless steel or of suitable non-ferrous material such that the hole will not become blocked by corrosion. Drain lines shall be drained to the nearest floor waste.

    4. BACK PRESSURE VALVE

    Where there is more than one water supply to an installation, one number back pressure

    (non-return) valve shall be flanged and connected to each water supply connection. The

    valve shall be of the straightaway pattern, placed in a horizontal position. A test cock for 

    testing the valve shall be provided.

    5. PUMPING-IN-BREECHING

    A two-way pumping-in breeching inlet for pipes 100mm dia. and a four-way pumping in

     breeching inlets for pipes 150mm dia. to enable the Fire brigade to pump water into the

    installation by the use of their own equipment shall be provided. The fire brigade inlets

    shall be to the approval of the Local Fire Brigade Authority. The breechings shall have

     polished aluminium bodies with gun metal connections unless otherwise approved by theConsulting Engineer. The breechings shall be enclosed in a suitable glass-fronted box withspring locks and words painted to approval.

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    SC-3

    6. PRESSURE GAUGES

    Pressure gauges shall conform to B.S. 1780 and shall be of minimum 150mm. dia. dial

    type of Budenberg or equally approved manufacture. The scale value of the gauges shall be of the order of 150 per cent of the maximum known pressure. Pressure gauges shall

    have scales with divisions not exceeding 0.2b for a maximum scale value of 10b, not

    exceeding 1b for a maximum scale value in excess of 16b. The pressure gauges shall

    also indicate readings in p.s.i.g.

    A pressure gauge shall be fitted immediately above the alarm valve and another 

    immediately below the alarm and main stop valves. Means shall be provided to enable

    each pressure gauge to be readily removed without interruption of installation of water 

    supplies.

    7. DIRECT BRIGADE ALARM CIRCUIT

    Where required a direct Brigade Alarm Circuit shall be supplied and installed to connectthe building to the appropriate local Fire Brigade Station. The apparatus including the

    alarm switch and control unit shall be of approved type. Alarm signals shall be initiated

     by a flow of water in the sprinkler system using water flow alarm switches, in the system

     pipework above the alarm valve. Switches must be sufficiently sensitive to operate when

    only one sprinkler is actuated. Adequate means shall be provided for frequent testing to

    the approval of the local Fire Brigade Authority. The Sub-Contractor shall make all

    necessary arrangements with the relevant Authorities having jurisdiction over theinstallation and pay all charges which may be due during the 12 months maintenance

     period, for direct brigade alarm circuits. Where connections are to be carried out by theAuthorities, the contribution to the expenses shall be borne by the Owner of the Building.

    If at any time the connection to the Fire Brigade is severed, the attention must be

    automatically drawn to this fact by means of duplicate warning lights conspicuously

     placed and a buzzer.

    8. WATER FLOW ALARM SWITCH

    Water flow alarm switch (electrically operated) shall be supplied and fitted to indicate on

    a central control panel the particular section of the system which is operating. A 12mm

    dia. valve test line drained to the nearest floor waste shall be supplied and installed on thedown-stream side of the flow switch. The valve shall be padlocked in the closed

     positions. Flow switch must be of F.O.C. approved.

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    FA-1

    ADDRESSABLE FIRE ALARM/DETECTOR SYSTEM

    1. GENERAL

    The complete addressable analogue automatic fire alarm and detection system shall

    comprise of a main fire alarm control panel, addressable analogue detectors and interfaces,non-addressable devices, wiring and related accessories. It shall be commissioned by thespecialist supplier of the manufacturer who commissioned by the specialist supplier of the

    manufacturer who shall provide the necessary skills required to ensure the proper function

    of the complete system to the satisfaction and approval of the relevant Fire Authority and

    according to British Standards for Automatic Fire Alarm System. The main control panel

    and the detectors or interface shall be proprietary type.

    2. SYSTEM DESCRIPTION AND OPERATION

    The system shall incorporate the latest microcomputer technology in Addressable Analogue

    Fire Alarm and Detection System. It shall also be easily integrated to other computer based

    systems such as Building automation system. The system shall have the following

    operational features.

    The system shall automatically set the number of addresses in the system or have an option

    to set manually with dip switches.

    The data or text of detectors should be easily altered or added on site immediately by using

    the arrow keypads in the panel should there be, in the future, any change or addition of 

    detectors.

    To continually assess detector signals with its dynamic electronic filters to reduce or 

    increase its alarm limit automatically to detect a smoldering fire or to avoid an early Pre-

    alarm form a contaminated detector.

    With the dynamic electronic filters, it must also be able to recognise and avoid an alarm

    from detector that is subjected to welding, pipe/cigarette smoke, dampness, climatic changes

    and electrical spikes.

    It shall incorporate an alarm organisation features should it be desired to raise an alarm only

    if two smoke or heat detectors are activated.

    It shall have a “Beyond Limit” function to enable the servicing personnel to command themain control panel to show only the detectors that need to be serviced.

    The main control panel shall be able to show the sensitivity level of any detectors in the

    system.

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    FA-2

    All detectors shall have a customer data text of up to 2 lines of 40 characters to appear in the

    LCD screen in the event of fault, pre-alarm or an alarm to enable the user to locate their  precise location.

    To continually scan the entire system and detection devices to report any changes in status

    of any device attached to it, by a numerical address, together with its corresponding status

    (Fault, Pre-warning or Alarm).

    To allow interfacing of non-addressable devices into the main system such as automatic

    FM200 panel and flow switches.

    The panel must be able to display all those detectors that are polluted when commanded.

    To allow continuous two wire parallel looping of all addressable devices along each loop

    and yet enabling each addressable device to function individually and independently.

    The system shall be compact stand-alone unit and capable of interfacing with other microprocessor based equipment to provide facilities such as Video Displays, printer,

    synthesizers, telecourier paging, remote logic displays and others.

    To isolate or disable any selected address or group of addresses at will for any duration of 

    time and to store for recall, such information or isolated addresses. The isolated or disabled

    addresses must automatically be reinstated into the system after the expiry of the duration of 

    isolation.

    To provide self diagnostic features for various system faults.

    To be able to store up to 20 last alarms, pre-alarms, detector faults, loop-faults, system fault

    and all disblings and a Historics of up to 150 events.

    The system shall have the capability to have slave panels for decentralisation. The slave

     panel shall have the necessary outputs and inputs so as to be able to stand-alone in the eventof communication breakdown with the main operating control panel.

    3. MAIN OPERATING FIRE ALARM CONTROL PANEL

    The main operating fire alarm control panel shall be for floor, wall or console mounting,with provision for standard 19” rack mounting onto standard 19” mounting cabinets of 

    anodized aluminium and steel, not more than 542 x 1919 x 477mm (W x H x D).

    It must have a standard 2x40 word characters digital text logic display to indicate alarmlocation and other relevant information. It must also be able to record fault, pre-warning,

    alarm messages and detectors that need to be serviced and sensitivity of all detectors.

    The main operating fire alarm control panel must be user friendly to enable the user to

    operate easily with only one push button to accept any fault, pre-alarm or alarm condition.

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    FA-3

    It must have simple keypads to uncomplicate execution of user or service functions.

    The main operating panel must incorporate a test function to test front panel lamps, printer,

    outputs for mimics or other function, bells or sirens and others.

    Any alteration of customer data text and system configuration must be protected by a

     password to prevent unauthorised amendments.

    All users and service functions must be in menu-driven format to enable an easy step-by-

    step operation.

    All outputs from the main panel must be freely programmable.

    The internal digital clock must operate independently of any power supply and the time

    easily set if desired.

    4. SYSTEM WIRING

    Screen cables are not necessary. The lopping cable shall be only a pair of PVC cables with

    a core size of 2.5mm2

    connecting all the addresses in parallel, terminating at the last detector 

    and penal. Balancing or teeing-off at any detector points is allowed. The maximum loop

    resistance shall not exceed 30 Ohms. A core size of 2.5mm2

    can wire the detectors up to

    2.15km, the distance between the main control panel to the furthest detector point. External

    cable shall be of armoured cable.

    5. CONTROL OUTPUTS

    Control and digital outputs must be freely programmable as standard provision. Voltage

    free contacts must be a standard provision.

    6 DIGITAL DISPLAYS

    The digital display must have a provision for 2x40 characters and is freely programmable tocustom designed texts.

    7. OPERATING PANEL INDICATIONS

    The main operating control panel shall be provided with the following indications :

    FIRE - Red sign, lights when and address has an alarmstatus.

    MORE ALARMS - Red sign, lights when more than one address is

    in alarm.

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    FA-4

    “SPARE LAMP” - Ditto

    “SPARE LAMP” - Ditto

    ALARM ON HOLD - Yellow sign, lights when an address in alarm is

    still in alarm condition when reset.

    PRE WARNING - Yellow sign, lights when an address hasreached pre warning level.

    FAULT - Yellow sign, lights when there is fault

    continues to blink until “Sounder silence” key

    is pressed.

    FUNCTION DISABLED - Yellow sign, lights when an address or any parts of the system is disable (disconnected).

    MAINS - Green sign, lights when the panel is supplied

    with 220 VAC.

    8. IONISATION TYPE SMOKE DETECTOR 

    The ionisation smoke detector shall have an ionisation chamber to detect small

    concentrations of mainly small particles of combustion products. It shall incorporate anelectronic devise with binary code to signal its identity along the same detector loop. Upon

     being scanned/addressed the detector shall issue a current pulse of appropriate duration tosignal its level so sensitivity at that time.

    Detection Principle : Ionisation chamber  

    Material Source : Americium 241 (0.9 micro curies)

    Sensitivity : According to EN-54 part 7

    Working Voltage : 12 to VDC

    Quiescent current : 0.3 MA

    Alarm current : 35 MA

    Material construction : Self extinguishing polycarbonate

    Weight : 290 gm

    Encapsulation : IP32

    Humidity (no condensation) : 90% R.H.

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    FA-5

    Working temperature : - 30o

    to +70o

    9. HEAT DETECTOR - COMBINED RATE OF RISE/FIXED TEMP.

    The heat detector shall be of grade 1 type to detect in the fastest response time. It shall

    incorporate an electronic device with binary code to signal its identity along the samedetector loop. Upon being scanned / addressed, the detector shall issue a current pulse of 

    appropriate duration to signal its level of sensitivity at that time.

    Detection principle : Thermistor sensor  

    Sensitivity : Grade 1 according to EN 54 part 5

    Working Voltage : 12 to 16 VDC

    Quiescent current : 0.1 MA

    Alarm current : 35 MA

    Material construction : Self extinguishing polycarbonate

    Weight : 280 gm

    Encapsulation : IP 32

    Humidity (No condensation) : 90% R.H.

    Working Temperature : -30o

    to +70o

    10. INTERFACE DEVICE

    The interface device shall be an electronic device for interfacing detection devices or 

     potential-free contacts onto a monitored detector loop, to form a sub-loop. It shall

    incorporate and electronic device with binary code to signal its identity along the detector 

    loop. Upon being scanned / addressed it shall issue a current pulse of appropriate durationto signal its sensitivity at that time.

    11. MANUAL BREAKGLASS/CALLPOINTS

    The manual breakglass / callpoint shall be of single action type, suitable for flush / recessed

    mounting. The overall colour shall be signal red and breaking of the glass cover shall

    automatically initiate an alarm to override any delay functions set in the panel. The glass

    cover must be breakable by pressing it with an appropriate pressure and it shall be shattered

     proof.

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    FA-6

    Working Voltage : 12 to 16 VDC

    Alarm current : 0.15 MA

    Weight : 35 MA

    Encapsulation : IP 54

    Material : Red Thermoplastics

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    MA-1

    MASTER ALARM CONTROL PANEL

    1. GENERAL

    The design, operation and construction of the panel shall strictly conform to the currentrequirements of the Local Fire Authority and the specification herein stated.

    2. CONSTRUCTION

    The panel shall be of the self-contained, extensible, wall-mounting and flush fronted

    metal cubicle type. It shall house relays, contactors, indicating lamps and other necessary

    items of equipment specified herein and/or required for the proper function of the system

    to the current requirements of the Local Fire Authority.

    The panel shall be designed for indoor service with an ambient temperature of up to

    105oF with 100% RH at maximum continuous rating without exceeding the maximum

    temperature permitted by the relevant B.S. Specifications.

    Each cubicle framework shall be fabricated from rolled steel angle sections and shall be

    rigid construction with all joints welded and ground. They shall be of standard size

    uniform in height and depth from front to back.

    The front top and back of all cubicle roof shall be constructed from steel sheet with

    turned edges to the front panels and so formed as to provide a neat appearance. The

    thickness of material shall be to the approval of Local Fire Authority.

    The front top and back of all cubicles shall be finished as specified with end plates and

    heads of any external fixing bolts or set screws similarly finished except those steel parts

    normally left bright which shall be cadmium plated and operating parts finished

    semi-gloss black. The glass door shall be provided with an Allen key lock.

    All incoming and outgoing circuits and wiring shall be brought to the contactors, relays,

    etc. via insulated terminal strips mounted within the cubicle. All wiring between terminal

    strips and electrical equipment inside the panel shall be neatly run and taped in

    accordance with the requirements of the Local Supply Authority.

    For the purpose of identification, different insulant colours shall be provided to

    distinguish the various circuits and each connection shall terminate at an approved typeof terminal block placed in an easily accessible position for testing at site with coded

    ferrules of an approved type at both ends of each conductor. No connectors for soldered

     joint shall be permitted in the wiring. Bushes shall be permitted in the wiring. Bushes

    shall be provided as necessary to prevent chafing of cables.

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    MA-2

    All meters for panel mounting shall be of the flush pattern, with square escutcheon plates

    finished matt black and pressed steel cases. All meters and relays shall be fullytropicalised. All terminals shall be completely insulated and potential circuits shall be

    suitably fused.

    All cubicles shall be appropriately labelled to indicate the service. Labels shall also be

     provided to identify all items of equipment, circuits, cables and where applicable current

    rating of fuses and setting of relays.

    Label shall be engraved on clear perspex.

    3. OPERATION

    a. The primary function of the control and indicating equipment shall be to

    automatically effect operation of one or more devices to give a fire alarm. Asecondary function of the control and indicating equipment shall be to indicate theexistence of faults within the system. Faults shall be indicated automatically.

    An indication of the origin of an alarm is necessary where the premises are large

    or intricate. This requires the division of premises into zones. Indication of the

    origin of an alarm shall be given on mimic indicating equipment with duplicating

    lights indicating each respective zone on the profile of the building.

    The control and indicating equipment shall be designed so as to give an indicationand an alarm on the operation of an alarm or operating device where applicable

    such as:-

    i) Individual fire fighting pumpset in operation

    ii) Breakglass points in each respective zone in operation

    iii) Other operation of sub-alarm panel and alarm devices where indicatedand/or specified on the drawings and/or herein the specification

    iv) Indication of all normal and standby power supply available to the above

    operating and alarm devices

    It shall initiate other functions where applicable such as the actuation of 

    the operation of:-

    i) Individual fire fighting pumpset

    ii) Other equipment where indicated and/or specified on the drawings and/or 

    the specification herein

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    MA-3

    a. The wiring from the alarm and control panel to all the above operating

    devices shall be by this Contractor. The relays in the operating devices for this purpose shall be provided by others.

    All indication lights and actuation devices shall be zoned to identify:-

    i) Where the alarm comes from

    ii) Type of system in operation

    All auxilliary services powered from the control equipment shall be fused

    or similarly protected to ensure the safety of the power supply.

     b. The operation of one or more devices shall result in a fire alarm being

    given by:-

    i) At least one internal alarm sounder (indicating equipment shallincorporate a sounder or have one located near to it), and

    ii) At least one external alarm sounder, and

    iii) A visible indication in the indicating equipment, and

    iv) A visible indication for each zone in which a trigger deviceoperates.

    In addition to the audible alarms specified in (i) and (ii), facilities shall be

     provided to control zone and/or sector alarm sounders.

    The audible alarm specified in (i) and the visible indications specified in

    (ii) and (iv) shall be given simultaneously on any repeat indication

    equipment which may be provided.

     Normally a fire alarm shall be given by the continuous operation of the

    alarm sounders. The control equipment may be arranged to provide two

    stage alarm facilities, whereby a preliminary Alert alarm may be initiated

    automatically by the operation of a device, and replaced if required by adistinctive evacuate alarm initiated automatically. When this facility is

     provided, the fire alarms given by alarm sounders shall be:-

    Alert - 1 second ON ) + 50%1 second OFF )

    Evacuate - Continuous (all sounders)

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    MA-4

    The audible alarms specified in (i) and (ii) shall continue until silenced by

    the manual operation of a biased switch or other device fulfilling the samefunction; they shall not be automatically silenced. The operation of the

    Silence Switch shall automatically result in an audible signal being givenin the control equipment, until the fire alarm system is reset. The audible

    signal, which may be the same as for fault warning, shall give a distinctive

    sound different from that of any alarm sounder used to give the fire alarm.

    The equipment shall be designed so that, following the silencing of the

    alarm sounders, in the event of operation of a trigger device in any zone in

    which an alarm has not already been received and silenced, further fire

    alarms as specified in (i), (ii), (iii) and (iv) shall be given in all zones.

    In a system having two-stage alarm facilities, the control equipment may

     be required to intiate automatically an Evacuate alarm in selected zones, or in all zones if devices operate in predetermined zones in combination.

    Zone indicators shall be arranged to flash to indicate a newly initiated

    alarm. The rate of flashing shall be at 110 +30 flashes per minute, with an

    on/off time ratio of between 4:1 and 2:1. When the alarm sounders are

    silenced by manual operation of a silence switch, any flashing signal then

    existent shall be replaced by a steady signal.

    The visual indications specified in (iii) and (iv), and the audible signal thatthe alarm sounders have been silenced shall all persist until the system is

    manually reset at the control equipment. Resetting shall be accomplishedonly by the operation of biased switches or other devices fulfilling the

    same function.

    c. Any fault warning by the control equipment shall be given simultaneously

     by:-

    i) An audible warning from a sounder situated at the indicatingequipment, preferably within it,

    ii) A visible indication on the indicating equipment,

    iii) A signal transmitted to a remote centre where a communication of 

    such a centre is provided.

    Any fault warning as specified shall be given in the event of any of thefollowing occurring:-

    i) Failure or disconnection of the normal power supply;

    ii) Failure or disconnection of the standby power supply;

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    MA-5

    iii) Failure or disconnection of battery charging equipment;

    iv) Failure or disconnection of the leads to alarm device(s);

    v) Failure or disconnection of any of the leads to alarm sounders;

    vi) Failure of any fuse or protection devices;

    vii) Failure of any device, such as a pulse generator, inverter or 

    oscillator;

    viii) Others as required by Fire Authority.

    The sounder used for giving fault warning shall be distinctive and of different character from the audible fire alarm. Provision may be made for cancelling the sounder only. Where such provision is made, the removalof the fault shall automatically reset the audible fault warning circuit or 

    cause the audible fault warning to respond until silenced by the manual

    operation of a biased switch or other device fulfilling the same function.

    Facilities shall be provided for giving a fault warning on the indicating

    equipment in the event of a failure or disconnection of both normal and

    standby power supplies.

    Each installer of the equipment shall supply for each installation a routinetest schedule, together with a recommended time interval between

    successive tests, conformity which will ensure the fault conditions are

    recognized before the effectiveness of the system is impaired.

    d. Each indicator lamp shall be arranged to give an audible fault warning

    immediately on the failure of any lamp at any time.

    The arrangement of indicator circuits and the mechanical design of the

    apparatus shall be such that the operation of one indicator does not prevent

    the proper and separate operation of other indicators.

    The operation of any sounder or the transmission of a signal to a remote

    centre shall not be prevented by any indicator defect and shall not depend

    on the operation of any indicator.

    Each fire alarm indicator shall be clearly labelled with the word `Fire',

    each fault warning indicator shall be clearly labelled with the word `Fault'.

    Each zone indicator shall, on operating, give clear indication of that

    section of the premises from which the call originates.

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    MA-6

    In addition to labelling, each fire alarm indicator shall be coloured red and

    each warning indicator shall be coloured amber. The two colours shall not be used for any other indicator.

    e. The control equipment shall provide voltages appropriate to the rating of 

    the interconnected trigger device units and the equipment shall incorporate

    overload cut out or limiting devices to protect the external circuit against

    excess current.

    Where apparatus is to be operated in excess of extra low voltages, all live

     parts shall be enclosed in earthed metal, or non-combustible insulating

    material.

    f. The control and indicating equipment shall derive power from:-

    i. The mains electricity supply

    ii. A secondary battery exclusive to the fire protection system (Nickel

    Cadmium Battery)

    A standby power supply shall be immediately available in the event of 

    failure of the normal supply and shall be automatically connected so as to

    maintain the equipment in a condition such that a fire alarm arising from

    the operation of a device in two separate zones can subsequently by given.The standby shall be derived from a secondary battery (Nickel Cadmium)

    exclusive to the fire protection system.

    g. All indication and other circuits within the indicating equipment shall

    operate at 24V d.c.

    The equipment including all its components shall function satisfactorily at

    the nominal mains voltage +10% when tested.

    i) With the battery disconnected, and

    ii) With the battery connected as for normal duty, &

    iii) With the battery connected and in a discharged condition.

    h. Battery charging equipment shall incorporate automatic control features

    with output designed to charge and maintain the cell within the limitsspecified by the battery manufacturer, taking into account any quiescent

    load imposed by the associated system. Loss of effective battery capacity

    shall be recognised during the course of a routine test of the system.

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    MA-7

    Each battery of secondary cells used in the equipment, when charged by

    its normal charging arrangements for a period of 24 hours from a fullydischarged condition, shall then have sufficient available power to supply

    the quiescent load together with any fault signals resulting from thedisconnection of failure of the alternative power supply for a period of 72

    hours. Thereafter it shall be capable of supplying an additional load

    resulting from an alarm originating in two separate zones for a period of 1

    hour, and it shall in addition be capable of supplying the full emergencyalarm load for a period of at least 1 hour.

    i. The equipment shall be examined and certified by person or persons

    acceptable/approved by Director General, Fire Services Malaysia, to

    confirm that all the requirements of the clauses dealing with control and

    indicating equipment for protection premises have been met.

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    CD-1

    AUTOMATIC CARBON DIOXIDE (CO2) EXTINGUISHING SYSTEM

    1. GENERAL

    The CO2   system shall be designed to NFPA 12-1980 code and local fire authority

    requirements. The concentration shall be minimum 50% at 80.F. The gas release shall be30 seconds after activation of two detectors or operation of manual gas release unit. The

    discharge should be substantial completed in a nominal 60 seconds. The system shall besupplied, installed, tested and commissioned by a contractor.

    2.   SYSTEM OF OPERATION

    Activation of one detector shall operate the alarm intermittently, so advising personnel toevacuate. Activation of the second detector shall initiate the 30 seconds time delay for 

    gas release, shut off exhaust fans, s