Schedule H General Specifications - Bank Negara Malaysia · Schedule H General Specifications...

Bank Negara Malaysia – FMAG Project Conservation Package

Schedule H

General Specifications

Schedule H



Schedule H


General Specifications The General Specifications contained in this schedule are required for the complete FMAG interior design and fit out works. Some of the specifications will not be applicable to this Conservation package of work. It is the tenderers responsibility to ensure he complies with the specifications that are applicable to the Conservation package scope of works.

BANK NEGARA MALAYSIA

SPECIFICATIONS

INDEX

NATIONAL BUILDING SPECIFICATIONS (NBS) 1. G20 CARPENTRY/TIMBER FRAMMING/FIRST FIXING 2. Z10 PURPOSE MADE JOINERY 3. Z11 PURPOSE MADE METALWORK 4. K13 RIGID FINE LININGS/PANELLING 5. K11 RIGID SHEET FLOORING/LINING/CASING 6. K10 PLASTERBOARD DRY LINGING/PARTITIONS/CEILINGS 7. Z20 FIXINGS/ADHESIVE 8. P31 HOLE/CHASES/SUPPORTS FOR SERVICES 9. N10 GENERAL FIXTURES/FURNISHINGS/EQUIPMENT 10. L40 GENERAL GLAZING 11. H13 STRUCTURAL GLASS ASSEMBLY 12. Z22 SEALANTS 13. Z31 POWER COATINGS 14. M60 PAINTING/CLEAR FINISHING 15. H51 NATURAL STONE SLAB CLADDING/LINING FEATURES 16. K40 DEMOUNTABLE SUSPENDED CEILINGS 17. K21 TIMBER STRIP/BOARD FINE FLOORING/LININGS 18. M40 STONE/CONCRETE/QUARRY/CERAMIC TILING/MOSAIC 19. M50 RUBBER/PLASTIC/CORK/LINO/CARPET TILING/SHEETING 20. P20 UNFRAMED ISOLATED TRIMS SUNDRY ITEMS JASPER JACOB ASSOCIATES 21 ACRYLIC PANELS 22. GLASS AND GLAZING 23. METAL FABRICATIONS 24. SOLID POLYMER FABRICATIONS 25. DISPLAY PANEL SYSTEM


Schedule H



G20 Carpentry/Timber Framing/First Fixing

1

G20 CARPENTRY/TIMBER FRAMING/FIRST FIXING

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS, JJADRAWINGS, SCHEDULES AND SCOPE OF WORKS.

GENERAL INFORMATION/REQUIREMENTS

DRAWINGS, ETC. must show:– Geometry of structure.– Timber species, sizes and grades.– All joints, their locations, and evidence as to their structural adequacy.

TYPE OF TIMBER

270 UNGRADED SOFTWOOD FOR ALL FRAMEWORK TO THE GALLERY DISPLAYCASE CONSTRUCTS & DISPLAY WALLS

– Free from decay, insect attack (except pinhole borers) and with no knotswider than half the width of the section.

– Surface finish: Planed all round– Preservative treatment: As section Z12 and British Wood Preserving and Fire

retardant Commodity SpecificationType: FR3

– Moisture content at time of erection: As clause 450.

WORKMANSHIP GENERALLY

410 CROSS SECTION DIMENSIONS OF TIMBER shown on drawings are basicsizes unless stated otherwise.

Maximum permitted deviations from basic sizes to be as stated in BS 4471 forsoftwoods and BS 5450 for hardwoods.

420 WARPING OF TIMBER:

- The limits set down in BS 4978 for the amount of bow, spring, twist and cup ina piece of timber must not be exceeded.

430 SELECTION AND USE OF TIMBER:

– Do not use timber members which are damaged, crushed or split beyond thelimits permitted by their grading.

– Ensure that notches and holes are not so positioned in relation to knots orother defects that the strength of members will be reduced.

– Do not use scarf joints, finger joints or splice plates without approval.

440 PROCESSING TREATED TIMBER:

– Carry out as much cutting and machining as possible before treatment.– Retreat all treated timber which is sawn along the length, ploughed,

thicknessed, planed or otherwise extensively processed.– Treat timber surfaces exposed by minor cutting and drilling with two flood

coats of a solution recommended for the purpose by main treatment solution

1

manufacturer AND TO THE APPROVAL OF THE CLIENT

450 MOISTURE CONTENT of timber at time of erection to be not more than:

- Under cover in generally unheated spaces: 24%- Under cover in generally heated spaces: 21%- Internal in continuously heated spaces: 19%

- In any case contractor to maintain timber within 5% of expected equilibriummoisture content of the building in use.

451 MOISTURE CONTENT:

- When instructed by Exhibition Designer, test timber sections with an approvedelectrical moisture meter used in accordance with manufacturer'srecommendations. Test 5% but not less than 10 lengths of each cross-sectionin the centre of the length. 90% of values obtained to be within the specifiedrange. Provide the Exhibition Designer with records of all tests.

510 PROTECTION:

– Keep timber dry and do not overstress, distort or disfigure sections orcomponents during transit, storage, lifting, erection or fixing.

– Store timber and components under cover, clear of the ground and with goodventilation. Support on regularly spaced, level bearers on a dry, firm base.Open pile to ensure free movement of air through the stack.

– Arrange sequence of construction and cover timber as necessary during andafter erection to ensure that specified moisture content is not exceeded.

JOINTING TIMBER

570 JOINTING/FIXING GENERALLY: Where not specified otherwise, select fixingand jointing methods and types, sizes and spacings of fastenings incompliance with section Z20. Fastenings to comply with relevant BritishStandards.

620 WASHERS:– Plain to BS 4320, spring to BS 4464.

Material and finish to match bolts.– Dimensions when seated directly on timber surfaces, unless specified

otherwise:Diameter/side length: not less than 3 times bolt diameter.Thickness: not less than 0.25 times bolt diameter.

630 BOLTED JOINTS:– Locate holes accurately and drill to diameters as close as practical to the

nominal bolt diameter and not more than 2 mm larger.– Place washers under all bolt heads and nuts which bear directly on timber.

Use spring washers in locations which will be hidden or inaccessible in thecompleted building.

– Tighten bolts so that washers just bite the surface of the timber and at leastone complete thread protrudes from the nut.

– Check at agreed regular intervals up to Practical Completion and tighten asnecessary to prevent slackening of joints.

670 ANTICORROSIVE FINISH(ES) specified for fastenings to be:– Galvanizing to BS 729, or

2

– Sherardizing to BS 4921, Class 1, or– Zinc plating to BS 3382:Part 2 for threaded components up to 18 mm diameter

and BS 1706, Class Fe/Zn25 for all other components.– Passivated after treatment and internal threads tapped (unless sherardized).

ERECTION AND INSTALLATION

750 MODIFICATIONS / REPAIRS:

– Inform Construction Manager / Exhibition Designers of any defects due todetailing or fabrication errors.

– Obtain approval of proposed methods of rectification before startingmodification or remedial work.

– Timber members/components may be rejected if, in the opinion of theConstruction Manager / Exhibition Designers, the nature and/or number ofdefects would result in an excessive amount of site repair.

760 TEMPORARY BRACING:

- Provide as necessary to maintain structural timber components in position andto ensure complete stability during construction.

770 ADDITIONAL SUPPORTS:

– Where not shown on drawings, position and fix additional studs, noggings orbattens for appliances, fixtures, edges of sheets, etc., in accordance withmanufacturers' recommendations.

– All additional studs, noggings or battens to be of adequate size and have thesame treatment, if any, as adjacent timber supports.

775 BEARINGS:

– Timber surfaces which are to transmit loads to be finished to ensure closecontact over the whole of the designed bearing area.

– Packings, where necessary, to cover the whole of the designed bearing area,to have a crushing strength not less than the timber being supported and, inexternal locations, to be rot and corrosion proof.


Schedule H



Z10 Purpose Made Joinery

1

1

Z10 PURPOSE MADE JOINERY

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS, JJA /DRAWINGS, SCHEDULES AND SCOPE OF WORKS.

110 FABRICATION GENERALLY:- Fabricate joinery components to BS 1186:Part 2.- Form sections out of the solid when not specified otherwise. Carefully machine timber to

accurate lengths and profiles. After machining, sections to be free from twist andbowing, and surfaces to be smooth and free from tearing, wooliness, chip bruising andother machining defects.

- Assemble with tight, close fitting joints to produce rigid components free from distortion.- All screws to have pilot holes. Screws of 8 gauge or more and all screws into hardwood

to have clearance holes. Screw heads to be countersunk not less than 2 mm belowtimber surfaces that will be visible in completed work.

120 CROSS SECTION DIMENSIONS OF TIMBER:- Dimensions on drawings are finished sizes.- Maximum permitted deviations from finished sizes for softwood sections to be as stated

in BS EN 1313:Part 1:Clause 6 for sawn sectionsClause NA. 2 for further processed sections.

- Maximum permitted deviations from finished sizes for hardwood sections to be as statedin BS 5450:Clause 6.1 for sawn sectionsClause 8.3 for further processed sections.

130 PRESERVATIVE TREATED TIMBER:- Carry out as much cutting and machining as possible before treatment.- Retreat all timber which is sawn along the length, ploughed, thicknessed, planed or

otherwise extensively processed.- Treat surfaces exposed by minor cutting and drilling with two flood coats of a solution

recommended for the purpose by main treatment solution manufacturer.

140 MOISTURE CONTENT of timber and wood based boards to be maintained within the rangespecified for the component during manufacture and storage.

250 FINISHING AND PROTECTING:- Sand all joinery to give smooth, flat surfaces suitable to receive specified finishes.

Arrises to be eased unless specified otherwise.- Before assembly, seal all end grains for external components with primer or sealer as

specified in section M60 and allow to dry.- Protect completed joinery against damage, dirt, moisture and other deleterious

substances.


Schedule H



Z11 Purpose Made Metalwork

1

1

Z11 PURPOSE MADE METALWORK


110 MATERIALS GENERALLY:– Grades of metals, section dimensions and properties to be to the appropriate British

Standard. When not specified, select grades and sections appropriate for the purpose.– Pre finished metal may be used if methods of fabrication do not damage or alter

appearance of finish and finish is adequately protected.– Fastenings to be to the appropriate British Standard and, unless specified otherwise, to

be of the same metal as the component, with matching coating or finish.

120 FABRICATION GENERALLY:– Fabricate components carefully and accurately to ensure compliance with design and

performance requirements.– Do not permit contact between dissimilar metals in components which are to be fixed

where moisture may be present or occur.– Finished components to be rigid and free from distortion, cracks, burrs and sharp arrises.

Moving parts must move freely and without binding.– Unless specified otherwise, mitre corner junctions of identical sections.

130 COLD FORMED WORK: Use brake presses or cold rolling to produce accurate profileswith straight arrises.

170 WELDING/BRAZING GENERALLY:- THERE ARE TO BE NO HOT WORKS UNDERTAKEN ON SITE DURING THE FIT-OUT OF

THE GALLERIES. THIS CLAUSE RELATES TO OFF SITE WORKS ONLY.– Thoroughly clean surfaces to be joined.- Ensure accurate fit using clamps and jigs where practicable. Use tack welds only for

temporary attachment.– Make joints with parent and filler metal fully bonded throughout with no inclusions, holes,

porosity or cracks.– Prevent weld spatter falling on surfaces of materials which will be self-finished and

visible in completed work.– Remove all traces of flux residue, slag and weld spatter.

180 WELDING OF STEEL:- THERE ARE TO BE NO HOT WORKS UNDERTAKEN ON SITE DURING THE FIT-OUT OF

THE GALLERIES. THIS CLAUSE RELATES TO OFF SITE WORKS ONLY.- Metal arc welding to BS 5135, or other methods subject to approval.

- 250 FINISHING WELDED/BRAZED JOINTS:- THERE ARE TO BE NO HOT WORKS UNDERTAKEN ON SITE DURING THE FIT-OUT OF

THE GALLERIES. THIS CLAUSE RELATES TO OFF SITE WORKS ONLY.– Butt joints which will be visible in completed work to be smooth, flush with adjacent

surfaces.– Fillet joints which will be visible in completed work to be executed neatly. Grind smooth

where specified.

310 APPLYING COATINGS:- Refer to Z31– Apply after fabrication is complete and all fixing holes have been drilled, unless otherwise

specified.– Before applying coating remove all paint, grease, flux, rust, burrs and sharp arrises.– Make good all defects which would show after application of coating and finish surfaces

smooth.


Schedule H



K13 Rigid Fine Linings/Panelling

1

K13 RIGID SHEET FINE LININGS/PANELLING

To be read with Preliminaries/General conditions.

TYPE(S) OF LINING/PANELLING

110 TIMBER PANELLING (TO NUMISMATIC GALLERY 1 ENTRANCE &CORPORATE GALLERY)

- Drawing reference(s F NG1A1/1A2/1A3/ CG1B- Background: S/wood framework- Battens: Softwood free from decay and active insect attack and with no knots wider

than half the width of the section.Finished size: 50x50mm (or to manufacturers recommendations)Moisture content at time of fixing: Not exceeding 18%.Spacing of battens: 600 mm.Method of fixing battens: _Plugged and screwed at 600mm centres-Materials generally: To BS EN 942.Wood species: Teak (Local Malaysian)Class: _J2 & J10Panels: _12mm ply faced in timber veneer with 60 x 40mm h/wood (Teak) appliedLengths to dims shown on drawingFire retardant treatment: As section Z12 and British Wood Preserving and Damp-proofing Association Commodity Specification FR 1 Type A

- Joinery workmanship: As section Z10.Adhesive: To BS EN 204, to match durability class of core material

Moisture content on delivery As recommended by the fabricator to suitenvironmental conditions

- Method of fixing panels: _concealed- Joint treatment: mitred- Trims: _ 100mm st/steel skirtings- Included features: 20 x 20mm st/steel feature lines

Finish: Refer to M60 Clause 110.1 - To be sprayed with Bolloms “Intuclear” Iintumescent varnish, or similar approved (to match approved sample)

120 WOOD VENEERED PANEL LINING TO CORPORATE GALLERY (CG1B)- Drawing reference(s): CG1B- Background: Timber framework- Battens: Softwood free from decay and active insect attack and with no knots wider

than half the width of the section.Finished size: _50 x 50mm (or to manufacturers recommendations)Moisture content at time of fixing: Not exceeding 18%.Spacing of battens: _600 mm.Method of fixing battens screwed at 600mm centres

- Panels:Core material: plywoodThickness: -12 mm (or to manufacturers recommendations)- Fire retardant treatment: As section Z12 and British Wood Preserving and Damp-

proofing Association Commodity Specification FR 1, Type AFace veneer:- Supplier: Cantolli Sdn Bhd- Species: Teak , free from decay and holes.- Cutting: _Crown- Arrangement: _Book matchedBacking veneer: As recommended by the fabricator.Edge treatment: H/wood edge (teak)

- Fabrication: As section Z10.

K13 Rigid Sheet Fine/Linings/Panelling (continued) K13

Adhesive: To BS EN 204, type to match durability class of core material.Moisture content on delivery: As recommended by the fabricator to suitenvironmental conditions as clause(s)

- Method of fixing panels: _: _Screwed and h/wood pelletted- Joint treatment: _open joint with st/steel channel- Trims: painted s/wood skirtings- Included features:

Finish: Refer to M60 Clause 110.1 - To be sprayed with Bolloms “Intuclear”intumescent varnish, or similar approved (to match approved sample)

130 LAMINATED PLASTICS VENEERED PANEL LINING TO SUSPENDED CANOPYOVER SERVERY COUNTER TO MUSEUM CAFÉ AREA

-- Background: _To manufacturers recommendations_

Battens: Regularized softwood free from decay and active insect attack and with noknots wider than half the width of the section.

- Finished size: To suit- Spacing of battens : To suit - Additional supports as per K11 clause 930- Method of fixing battens: Suitable sized counter – sunk screws

Moisture content at time of fixing: Not exceeding 18%.- Panels:

Core material: “QuikaFive” Lightweight hollow cell frame with 3mm plywood facingor “QuikaTen” Lightweight hollow cell softwood or Medium Density Fibreboardframe with 3mm Medium Density Fibreboard facing

- Durability: To BS 4965, Class D3- Thickness: 50mm

Supplier / Manufacturer: Quinton & Kaines Tel no. +44 (0) 1449 612145, orsimilar approved

- Fire retardant treatment: As section Z12 and British Wood Preserving and Damp-proofing Association Commodity Specification FR _1 to BS EN 438 –1 Class 1

Facing sheet: Plastic laminate -Wilson Art 4332 –EM Or Wilson Art 4315 EM or N. WGA 96905 River Maple ______

Manufacturer and reference: _ Wilsonart International Malaysia,Lamitak Tan Aik Koon PTE Ltd. www.tak.com.sg

- Thickness: _1.2 mm.- Fire rating: _Class 1- Colour/Pattern/Finish: as aboveBacking sheet: Durability and fire rating as for facing sheet. Colour, pattern andfinish to approval.Edge treatment: h/wood edge_to radius shown on drawings_____

- Fabrication: As section Z10.Adhesive: To BS EN 204, type to match durability class of core material.Moisture content on delivery: As recommended by fabricator to suit environmentalconditions

- Method of fixing panels: concealed- Joint treatment: _butt- Trims: _N/A- Included features: inset light fittings and water mist sprinklers

130.1 LAMINATED PLASTICS VENEERED PANEL LINING TO FURNITURE/EXHIBITCOUNTERTOP/HORIZONTALSURFACES

- Background: Timber studwork – refer to G20, Steel framework – refer to Z11

- Battens: Regularized softwood free from decay and active insect attack and withno knots wider than half the width of the section.

- Finished size: To suit


Moisture content at time of fixing: Not exceeding 18%.- Spacing of battens: To suit – Additional supports as per K11 clause 930- Method of fixing battens: Suitable sized counter-sunk screws

- Panels: Core material: Water and boil proof (WBP) plywood

- Durability: To BS EN 314:Part2, Class D3- Thickness: To suit

- Fire retardant treatment: Class 1 FRFacing sheet: Plastic Laminate - Horizontal Grade- Manufacturer and reference: See finishes schedule- Colour/Pattern/Finish: See finishes scheduleBacking sheet: To BS 4965 requirements. Fire rating as for facing sheet. Colour,pattern and finish to approval.

- Fabrication: As section Z10.Adhesive: To BS EN 204, type to match durability class of core material.

- Method of fixing panels: Concealed screw fixing

130.2 LAMINATED PLASTICS VENEERED PANEL LINING TOFURNITURE/EXHIBIT/DOOR FASCIAS

- Background: Timber studwork – refer to G20, Steel framework – refer to Z11

- Battens: Regularized softwood free from decay and active insect attack and withno knots wider than half the width of the section.

- Finished size: To suitMoisture content at time of fixing: Not exceeding 18%.

- Spacing of battens: To suit – Additional supports as per K11 clause 930- Method of fixing battens: Suitable sized counter-sunk screws

- Panels: Core material: Water and boil proof (WBP) plywood

- Durability: To BS EN 314:Part2, Class D3- Thickness: To suit

- Fire retardant treatment: Class 1 FRFacing sheet: Plastic Laminate - Vertical Grade- Manufacturer and reference: See finishes schedule- Colour/Pattern/Finish: See finishes scheduleBacking sheet: To BS 4965 requirements. Fire rating as for facing sheet. Colour,pattern and finish to approval.

- Fabrication: As section Z10.Adhesive: To BS EN 204, type to match durability class of core material.

- Method of fixing panels: Concealed screw fixing

170 ACOUSTIC PANEL LINING - SEE DRAWINGS FOR LOCATION-- Background: S/wood battens at 600mm centres- Battens: Softwood free from decay and active insect attack and with no knots wider

than half the width of the section.Finished size: to suitMoisture content at time of fixing: Not exceeding 18%.Spacing of battens: to suitMethod of fixing battens: suitable sized countersunk screwsInsulation: Rigid fibreglassManufacturer and reference: TBCThickness: 50mm

- -Panels: - Formaldehyde class to BS EN 622:Part 1

Fire rating: Class 1 surface spread of flame as BS 476 part 7Thickness: 9mm,


Method of fixing panels: concealed - Joint treatment: Mitred

Included features. Panels to be pre-drilled with apertures of 3mm diameter inregular pattern to 15% of the overall surface areaAll to receive paint finish see M60

PRELIMINARY/GENERAL REQUIREMENTS

210 ADVANCE REGISTRATION: Obtain materials registered in advance by theEmployer from the supplier named below. Supersede the Employer's registrationand take over responsibility by an order to the supplier covering price, supply anddelivery to suit the progress of the work.Stock reservation number:Supplier: _See Finishes schedule

250 PROTECTION:- Do not deliver components to site and do not remove protective

packaging/coverings until immediately before required for fixing.- Stack boards and panels flat on bearers and separated by spacers where

necessary to prevent damage to or from projections.- Keep components and completed linings/panelling clean and dry, and protect from

physical damage until Practical Completion.

260 ENVIRONMENT:- Do not start work specified in this section before building is weathertight, wet trades

have finished their work and the building is well dried out.- Before, during and after fixing, temperature and humidity must be maintained at

levels approximating to those which will prevail after building is occupied.

270 HEATING: N/A

280 AIR CONDITIONING:- Agree arrangements for operating the air conditioning installation up to the date of

Practical Completion of the Works to ensure that excessive moisture movement oflinings/panelling does not take place.

- The system has been designed to provide ambient temp of 18°C. which meetthermal comfort requirements

FABRICATION/FIXING/FINISHING

310 ACCURACY OF FABRICATION:- Exact site dimensions must be taken as necessary before starting fabrication.

Report any discrepancies to CA without delay and obtain instructions beforeproceeding.

- Permissible deviations for panels:Length: ±1.5 mm.Width: ±1.5 mm.Squareness: ±1.5 mm in 1 m (taking the longer of 2 sides at any corner as abaseline and measuring the deviation of the shorter side from the baselineperpendicular).Flatness (of panels with a core thickness of 12 mm and over, as delivered to site): ±1 mm under a 600 mm straightedge.

- Finished dimensions of components must be such that the required accuracy of thefinished linings/panelling and joints can be achieved.


320 LAMINATED TIMBER CORES for wood veneered panels are to have a face grainat right angles to the specified direction of the veneer grain. Alternatively crossveneer the panels before applying face veneer.

350 FIXING LININGS/PANELLING:- Set out accurately, true to line and level, free from undulations and lipping, with

lines and joints aligned, straight and parallel unless specified otherwise.- Make adequate allowance for future moisture and temperature movement of

boards.- Fix panels securely to prevent pulling away, bowing, or other movement during use.- Methods of fixing and fasteners to be as section Z20 unless specified otherwise.- Trims, wherever possible, to be in unjointed lengths between angles or ends of

runs. Where running joints are unavoidable obtain approval of location and methodof jointing. Mitre angle joints unless specified otherwise.

360 OPEN JOINTS (i.e. without cover strips or similar):- Within any joint (including in-line continuations across transverse joints) the greatest

width must not exceed the least width by more than:0.5 mm in 1 metre1 mm in 2 metres1.5 mm in 3 metres.

- Any variation in width must be evenly distributed with no sudden changes. Jointswith bevelled edges to be measured to the face arrises.

440 IRONMONGERY:- To be ______- Assemble and fix carefully and accurately using fasteners with matching finish

supplied by ironmongery manufacturer. Prevent damage to ironmongery andadjacent surfaces. At completion check, adjust and lubricate as necessary toensure correct functioning.

480 CLEAR FINISHES:- Fill nail holes with stopping coloured to match timber. Scrape, sand and fill wood

surfaces to give a smooth, closed surface free from sanding marks.- Apply finish in clean, dust-free conditions to give smooth surfaces free from

bittiness and runs. Refer to M60 clause 110.1 for joiney elements OUTSIDE ofDisplay Cases. Refer to M60 Clause 110.2 for joinery WITHIN Display Cases.


Schedule H



K11 Rigid Sheet Flooring/Lining/Casing

1

K11 RIGID SHEET FLOORING/ LININGS/CASINGS


TYPE(S) OF FLOORING/SHEATHING/DECKING/ SARKING/LINING/CASINGS

115 BATTENED PLYWOOD FLOATING FLOOR: to Third floor Art Gallery/ NumismaticGallery

- Base: Concete floor slabPreparation: _sand and cement screed_

- Resilient layer 50mm, 48kg/cu.m fiberglass- Loose laid battens: As clause 925

Additional battens as clause 930.- Thermal insulation between battens: To manufacturers recommendations_- Vapour control layer: _ To manufacturers recommendations laid as clause 920.- Apply adhesive to top of each batten before overlaying.- Floating substrate: __N/A_

Lay with long edges running across battens. End joints to be central over battensand staggered. Spot bond flooring to floating substrate. Joints must not coincide.

- Flooring: Plywood to an approved national standard.Bonding quality to BS EN 314:Part 2: _Appearance class to BS EN 635: class EFinish: sanded_________Thickness: To manufacturers recommendationsEdges: Tongued and grooved all edges.Other requirements: ______ . .Lay with long edges running across battens. End joints to be central over battensand staggered. Glue all joints.

- Bonding/Jointing adhesive: PVA to BS EN 204, class D3.- Fix flooring to each batten with _suitable fixings to manufacturers recommendation

spaced at 150 mm maximum centres around floor perimeter and along short edgesof each board, and 300 mm maximum centres along intermediate supports. Fixingsto be 25 mm from long edges and not less than 10 mm from short edges.

- Expansion provision: Leave minimum clear expansion gap to manufacturersrecommendationd around perimeter of floor area and any upstands. Formintermediate expansion/movement joints as recommended by flooringmanufacturer.

815.1 PLYWOOD _Generally

- Base/Background: Timber studwork - refer to G20, Steel framework – refer to Z11.

Additional supports as clause 930.- Plywood: Manufactured to an approved national standard.

Supplier/Proprietary reference: _From single Souce________Face veneer species: _N/A________Face grain direction: _Parallel to long edges of board________Bonding quality to BS EN 314:Part 2: ______Appearance class to BS EN 635: Class E___Finish: _sanded________Thickness : See drawingsEdges: _ Primarily square ________

K11 Rigid sheet flooring/sheathing/decking/sarking/linings/casings (continued) K11

Treatment: _Fire retardant pre-treatment to give Class 1 surface spread of flame asBS 476 part 7Other requirements: N/A

- Install boards. To manufacturer’s recommendations_________- Fix to supports with hidden fixings spaced at 150 mm maximum centres around

board edges and at 300 mm maximum centres along intermediate supports. Fixingsto be not less than 10 mm from board edges. In accordance with manufacturersrecommendation

- Joint treatment: Filled and smooth sanded surface- Accessories: __ To manufacturer’s recommendations _______

815.2 PLYWOOD _To partition wall types P3, P4,P5 and P6



Supplier/Proprietary reference: _From single SouceFace veneer species: _N/A_Face grain direction: _Parallel to long edges of boardBonding quality to BS EN 314:Part 2Appearance class to BS EN 635: Class EFinish: _sanded_Thickness: 9mmEdges: _ PrimarilyTreatment: _Fire retardant pre-treatment to give Class 1 surface spread of flame asBS 476 part 7Other requirements: N/A

- Install boards. To manufacturer’s recommendations_- Fix to supports with hidden fixings spaced at 150 mm maximum centres around


- Joint treatment: Filled and smooth sanded surface- Accessories: __ To manufacturer’s recommendations _______

815.3 PLYWOOD _As substrate to wall / panelling



Supplier/Proprietary reference: _From single SouceFace veneer species: _N/A_Face grain direction: _Parallel to long edges of boardBonding quality to BS EN 314:Part 2Appearance class to BS EN 635: Class EFinish: _sanded_Thickness: 9mmEdges: _ PrimarilyTreatment: _Fire retardant pre-treatment to give Class 1 surface spread of flame asBS 476 part 7Other requirements: N/A

- Install boards. To manufacturer’s recommendations_- Fix to supports with hidden fixings spaced at 150 mm maximum centres around



- Joint treatment: Filled and smooth sanded surface- Accessories: To manufacturer’s recommendations

875.1 MEDIUM DENSITY FIBREBOARD TO FORM ALL WALLING & SHOWCASEEXTERNAL CLADDING INCL. BULKHEADS & RECESSES

- Base/Background: Timber studwork - refer to G20, Steel framework – refer to Z11.Additional supports as clause 930.

- Medium density fibreboard: To BS EN 622:Part 5,Supplier/Proprietary reference: MediteFormaldehyde class to BS EN 622:Part 1Fire rating: Class 1 surface spread of flame as BS 476 part 7Thickness: 9mm finishing sheet over 18mm base sheet.Edges: primarily squareOther requirements: rebated edges at junctions with access panels, showcasesand routed graphic panels all as shown on drawings

- Fix to supports with hidden fixings spaced at 150 mm maximum centres aroundboard edges. Fixings to be not less than 12 mm from board edges.

- Joint treatment: Filled and smooth sanded surface to receive pigmented acid-catalyst lacquer finish – refer to M60 Clause 110.6

875.2 MEDIUM DENSITY FIBREBOARD TO FORM ALL SHOWCASE CARCASSESWHERE VISIBLE

- Base/Background: Timber studwork - refer to G20, Steel framework – refer to Z11.Additional supports as clause 930.

- Zero Formaldehyde Medium Density Fibreboard: To BS EN 622:Part 5,Supplier/Proprietary reference: MediteFormaldehyde class to BS EN 622:Part 1Fire rating: Class 1 surface spread of flame as BS 476 part 7Thickness: 9mm,12 mm, 15mm & 18mmEdges: primarily square


- Joint treatment: Filled and smooth sanded surface to receive barrier sheet ironedover. To be either “Moistop”, or “Marvel-seal”. Dependant on finish as secondoption water based sealer & paint finish – refer to M60 Clause 110.6

875.3 MEDIUM DENSITY FIBREBOARD TO FORM EXTERIOR CLADDING OFFRAMEWORKS TO DISPLAY CASE CONSTRUCTS i.e. outside of sealedenvironment.

- Base/Background: Timber studwork - refer to G20, Steel framework – refer to Z11Additional supports as clause 930.

- Zero Formaldehyde Medium Density Fibreboard: To BS EN 622:Part 5,Supplier/Proprietary reference: MediteFormaldehyde class to BS EN 622:Part 1Fire rating: Class 1 surface spread of flame as BS 476 part 7Thickness: 9mm finishing sheet over 18mm base sheet.Edges: primarily square


- Joint treatment: Filled and smooth sanded surface to receive pigmented acid –catalyst lacquer finish – refer to M60 Clause 110.6


875.4 MEDIUM DENSITY FIBREBOARD TO FORMING DRESSING PANELS /STAGINGS WITHIN SHOWCASES

- Base/Background: Timber studwork - refer to G20, ZF Grade Medium DensityFibreboardAdditional supports as clause 930.

- Zero Formaldehyde Medium Density Fibreboard: To BS EN 622:Part 5,Supplier/Proprietary reference: MediteFormaldehyde class to BS EN 622:Part 1Fire rating: Class 1 surface spread of flame as BS 476 part 7Thickness: 6mm, 9mm, 12 mm, 15mm & 18mm.Edges: primarily square arrises to be softenedOther requirements: rebated edges at junctions with graphic panels all as shown ondrawings

- Fix to supports with hidden fixings spaced at150 mm maximum centres aroundboard edges where permanent fixing required. Fixings to be not less than 12 mmfrom board edges.

- Vertical or vertical, angled panels to be fixed on aluminium lift-off hangers and /or split battens allowing for removal, redecorating and recovering dressing fabricsas applicable.

- Joint treatment: Filled and smooth sanded surface to receive barrier sheet ironedover. To be “Moistop”, or “Marvel-seal”. Dependant upon finish as a second optionsprayed paint finish – Refer to M60 Clauses 110.2 & 110.3

Butt jointed where fabric wrapped

WORKMANSHIP

910 INSTALLATION GENERALLY:- In the absence of manufacturer’s recommendations, store, prepare and fix boards

in accordance with the recommendations of the relevant trade association.- Keep boards dry and do not fix to timber supports having a moisture content greater

than 18%.- Ensure that building is weathertight before fixing boards internally.- Set out boards with joints accurately aligned, of constant width and parallel to

perimeter edges.- Methods of fixing, and fasteners to be as section Z20 unless specified otherwise.- Protect boards/sheets from dirt, stains and damage until Practical Completion.

915 FLOATING FLOORS: Where to be laid on a new concrete or screed base:- Ensure that drying aids have been turned off for not less than 4 days, then- Test for moisture content using an accurately calibrated hygrometer in accordance

with BS 8201, Appendix A.- Take readings in all corners, around perimeter, and at various points over the area

being tested.- Do not lay flooring until all readings show 75% relative humidity or less.

920 INSTALL VAPOUR CONTROL LAYER to floating floors immediately below thefloating layer. Overlap any joints by not less than 150 mm and seal with vapourresistant tape.

- Ensure that membrane is clean and dry before laying flooring.- Turn membrane up around perimeter of flooring and around any upstands and seal

to top face of flooring using a method approved by the board manufacturer.- Trim off excess material neatly after skirtings/cover beads have been fixed.

925 BATTENS FOR FLOATING FLOORS:


- Free from decay, insect attack (except ambrosia beetle damage) and with no knotswider than half the width of the section.

- Preservative treatment: As section Z12 and British Wood Preserving and Damp-proofing Association Commodity Specification C8.Type/desired service life: __40 years_______

- Moisture content at time of laying: Not exceeding 16%.

930 ADDITIONAL SUPPORTS:- Where specified ensure that additional studs, noggings/dwangs or battens are

provided in accordance with board manufacturer’s recommendations and asfollows:Tongue and groove jointed rigid board areas: To all unsupported perimeter edges.Butt jointed rigid board areas: To all unsupported edges.

- All additional studs, noggings/dwangs or battens to be not less than 50 mm wide, ofadequate thickness and have the same treatment, if any, as adjacent timbersupports.

940 CONDITION all boards other than hardboard by storing on site, in conditions similarto those that will prevail after the building is occupied, for at least 48 hours beforefixing. Ensure free circulation of air to all surfaces.

945 CONDITION STANDARD HARDBOARD by sponging mesh side of each 2400 x1200 mm sheet with 0.25 litre of water, then stack horizontally mesh side to meshside for 24-48 hours before fixing.

946 CONDITION TEMPERED HARDBOARD by sponging mesh side of each 2400 x1200 mm sheet with 0.25 litre of water per 3 mm of thickness, then stackhorizontally mesh side to mesh side for 48-72 hours before fixing.

960 FIXING GENERALLY:- Securely fix boards/sheets to each support without distortion and true to line and

level.- Fixings to be sufficient distance from edge of board/sheet to prevent damage,

evenly spaced in straight lines and, unless otherwise recommended by boardmanufacturer, in pairs across joints.

- Remove surplus adhesive as the work proceeds.

970 FIXING HARDBOARD/MEDIUM BOARD/INSULATING BOARD:- Do not tack corners first.- Fix one long edge, starting in the middle and working outwards.- Fix to intermediate supports working away from the first edge and outwards from

the centre.- Finally, fix remaining three edges.

980 OPEN JOINTS: Keep perimeter joints, expansion joints and joints between boardsfree from plaster, mortar droppings and other debris. Remove all temporary wedgesand packings on completion of board fixing.

990 ACCESS PANELS: Agree size and position with CA before boards are fixed.Provide additional noggings/dwangs, battens, etc., as necessary and fix inaccordance with board manufacturer’s recommendations.


Schedule H



K10 Plasterboard Dry Lining/Partitions/Ceilings

1

K10 PLASTERBOARD DRY LININGS/PARTITIONS/CEILINGS


TYPE(S) OF DRY LINING

JJA REF P1 WALL LINING ON BRICKWORK(Brick wall by base build contractor)

__ –Drawing reference(s): P-G1 G-PI, G-P1-1, P-F1, P-S1, S-P1, S-P1-1, P-T1 –Manufacturer and reference: _1200 x 2400 x 10mmBritish Gypsum, or as recommended by board manufacturer.Timber Studs: _50mm_ at _600_ mm centres.

– Head condition: _ To Structural Slab________Deflection allowance: up to 25mm

– Lining(s): _Single layer 10mm plasterboard to both sides.Fixing: As clause 555 / 560 / 565 / 590.

– Cavity insulation:Type: _ _N/AThickness: ___N/ADensity

– Sealant: N/A ___– Finishing: _Taped & filled seamless finish as clause 670

Primer/sealer: _As recommended by board manufacturer.– Accessories: _Galvanized stop beads and angles in all exposed locations.– Other requirements

JJA REF P2 TIMBER STUD PARTITION(S) __

– Drawing reference(s): _P-S1 S-P2 P-T1 T-P2– –

Manufacturer and reference: _1200 x 2400 x 10mm British Gypsum,or as recommended by board manufacturer.Studs: _50mm_ at _600_ mm centres.

– Head condition: _ fix to framing of suspended ceilingDeflection allowance: up to 25mm

– Lining(s): _Single layer 10 mm th Tapered edge plasterboard to both sidesFixing: As clause 555 / 560 / 565 / 590.

– Cavity insulation:Type: _N/AThickness: N/ADensity: Not less than _N/A kg/cu m.

– Sealant: N/A– Finishing: _Taped & filled seamless finish as clause 670

Primer/sealer: _As recommended by board manufacturer.– Accessories: _Galvanized stop beads and angles in all exposed locations.– Other requirements:

JJA REF P3 WALL LINING ON BRICKWORK(Brick wall by base build contractor)

– Drawing reference(s): P-G1 G-P3_ P-F1… P-F3… P-S1… S-P3… P-T1 …T-P3– Manufacturer and reference: _1200 x 2400 x 10mm British Gypsum, or as recommended

by board manufacturer.________Studs: _50mm_ at _600_ mm centers.

– Head condition: _Fix to framing of suspended ceiling

Deflection allowance: _________– Lining(s): _10mm single layer WBP plywood– Single layer 10 mm th Tapered edge plasterboard to one side

Fixing: As clause 555 / 560 / 565 / 590.– Cavity insulation:

Type: _N/A________Thickness: N/ADensity: N/A

– Sealant: N/A ___– Finishing: _Taped & filled seamless finish as clause 670________

Primer/sealer: _As recommended by board manufacturer.________– Accessories: _Galvanized stop beads and angles in all exposed locations.________– Other requirements: _________

JJA REF P4 TIMBER STUD PARTITION(S)

– Drawing reference(s): _P-F1 F-P4 P-S1 S-P4 PT-1 T-P4– – Manufacturer and reference: _1200 x 2400 x 10mm British Gypsum, or as recommended

by board manufacturer.________Studs: _50mm_ at _600_ mm centres.

– Head condition: _ Fix to framing of suspended ceilingDeflection allowance: _________

– Lining(s): _10mm single layer WBP plywood Single layer 10 mm th Tapered edge plasterboard to both sides


Type: _N/A________Thickness: _N/A_______Density: Not less than _N/A_____ kg/cu m.


Primer/sealer: _As recommended by board manufacturer.________– Accessories: _Galvanized stop beads and angles in all exposed locations.________– Other requirements:– – _JJA REF P5 TIMBER STUD PARTITION (S)

– Drawing reference(s): _P-T1 F P-5 P-S1 S-P5 PT-1 T-P5________– Manufacturer and reference: _1200 x 2400 x 10mm British Gypsum, or as recommended

by board manufacturer________Studs50mm at _600 mm centres.

– Head condition: _To suspended ceiling________Deflection allowance

– Lining(s): 10mm single layer WBP plywood Single layer 10 mm th Tapered edge plasterboard to one side

Single layer 10mm thickness Tapered edge plasterboard to reverse sideFixing: As clause 590.

– Cavity insulation:Type: _N/A________Thickness: _N/A________Density: Not less than _N/A_____ kg/cu m.

– Sealant: N/A– Finishing: Taped & filled seamless finish as clause 670________– Primer/sealer As recommended by board manufacturer– Accessories Galvanized stop beads and angles in all exposed locations_ Other requirements: _________

_

JJA REF P6 TIMBER STUD PARTITION(S–

Drawing reference(s) P-F1 F-P6 P-S1 S-P6 P-T1 T-P6 –Manufacturer and reference 1200 x 2400 x 10mm British Gypsum, or as recommended byboard manufacturer________Studs: 50mm at 600mm centres.

– Head condition: _ Fix to framing of suspended ceiling ________Deflection allowance

– Lining(s): 10mm single layer WBP plywood to one side Single layer 10 mm th Tapered edge plasterboard to one side

Fixing: As clause 590.– Cavity insulation:

Type: _N/A________Thickness: _N/A________Density: Not less than _N/A_____ kg/cu m.

– Sealant: N/A– Finishing: Taped & filled seamless finish as clause 670________– Primer/sealer As recommended by board manufacturer– Accessories Galvanized stop beads and angles in all exposed locations_ Other requirements: __________

JJA REF A1 WALL LINING ON BRICKWORK(Brick wall by base build contractor)

– Drawing reference(s) PT1 T-PA T-PA-1 –Manufacturer and reference: _1200 x 2400 x 10mm British Gypsum, or as recommendedby board manufacturer.________Studs: _20mm_ at _300_ mm centres.

– Head condition: _ Fix to framing of suspended ceilingDeflection allowance: _________

– Lining(s): _10mm single layer WBP plywood– Single layer 10 mm th Tapered edge plasterboard to one side


Type: _Mineral woolThickness: _20mm________Density: Not less than 22 kg/cu m.


Primer/sealer: _As recommended by board manufacturer.________– Accessories: _Galvanized stop beads and angles in all exposed locations.________– Other requirements: _________

JJA REF A2 TIMBER STUD PARTITION(S) __

– Drawing reference(s):PT1 T-PA T-PA-1– Manufacturer and reference: _1200 x 2400 x 10mm British Gypsum, or as recommended

by board manufacturer.________Studs: _50mm_ at _600_ mm centres.

– Head condition: Fix to framing of suspended ceilingDeflection allowance: _________

– Lining(s): _10mm single layer WBP plywood Single layer 10 mm th Tapered edge plasterboard to one side

Single layer 10mm thickness Tapered edge plasterboard to reverse side


Type: _Mineral woolThickness: _50mm________Density: Not less than 22 kg/cu m.


Primer/sealer: _As recommended by board manufacturer.________– Accessories: _Galvanized stop beads and angles in all exposed locations.________– Other requirements:– _________

235.1 SUSPENDED CEILING ON METAL FRAMING– Drawing reference(s): _G-14 F-21 S-9 T-9_

Manufacturer and reference: _1200 x 2400 x 10mm British Gypsum, or as recommendedby board manufacturer.

– Structural soffit: _Concrete floor slab________– Suspension system:

Hangers: _ To manufacturers recommendation________Frame: Locate at centres To manufacturers recommendationsuspended from hangers at centres. To manufacturers recommendation

– Lining: 1 x 12.5mm type 1 plasterboard as clause 405_________Fixing: As clause 590.

– Insulation: N/A_________– Acoustic sealant: As clause 515.– Finishing: Skim coat plaster finish as clause 680_________

Primer/sealer: _N/A________– Accessories: __N/A_______– Other requirements: _N/A________

235.2 SUSPENDED CEILING ON METAL FRAMING– Drawing reference(s): _G-14 F-21 S-9 T-9_

Manufacturer and reference: _1200 x 2400 x 10mm -Arteco Rigitone 8/18 British GypsumStructural soffit: _Concrete floor slab________

– Suspension system:Hangers: _ To manufacturers recommendation________Frame: Locate at centres To manufacturers recommendationsuspended from hangers at centres. To manufacturers recommendation

– Lining: 1 x 10mm type 1 plasterboard as clause 405_________Fixing: As clause 590.

– Insulation: N/A_________– Acoustic sealant: As clause 515.– Finishing: Skim coat plaster finish as clause 680_________

Primer/sealer: _N/A________– Accessories: __N/A_______– Other requirements: _N/A________

GENERALLY/PREPARATION

345 ADDITIONAL SUPPORTS FOR PARTITION HEADS: Provide or ensure provision ofaccurately positioned and securely fixed framing to receive partition heads runningparallel with, but offset from main structural supports.

355 ADDITIONAL SUPPORTS FOR FIXTURES AND FITTINGS: Provide or ensure provision ofaccurately positioned and securely fixed framing to support fixtures, fittings andservices. After fixing boards, mark positions of framing for following trades.

365 ADDITIONAL SUPPORTS FOR BOARD EDGES AND PERIMETERS:Provide or ensure provision of additional framing, accurately positioned and securelyfixed, to give full support to board edges and lining perimeters in accordance with boardmanufacturer’s recommendations.

375 NEW WET LAID BASES: Provide or ensure provision of a continuous strip of bituminousfelt dpc or other approved material under partitions/freestanding wall linings, cut to the fullwidth of the partition/lining.

405 PLASTERBOARD GENERALLY: To BS 1230:Part 1, types 1 to 5 with exposed surfaceand edge profiles suitable to receive the specified finish.

FIXING/FINISHING

435 DRY LINING GENERALLY:– Fixing, jointing and finishing materials and accessories, where not specified otherwise, to

be as recommended by the board manufacturer.– Handle and store materials in accordance with BS 8212, section 5. Do not use damaged

boards.– Use operatives properly trained for dry lining work and who have attended a recognized

training scheme.– Fix boards only in areas, which have been made weather tight. Prevent frost damage.– Cut boards neatly and accurately without damage to core or tearing of paper facing.

Keep cut edges to a minimum and position at internal angles wherever possible. Maskwith bound edges of adjacent boards at external corners.

– Fix boards securely and firmly to suitably prepared and accurately levelled backgrounds.Set heads of fastenings in a depression; do not break paper or gypsum core. Finishneatly to give flush, smooth, flat surfaces free from bowing and abrupt changes of level.

455 METAL STUD FRAMING:– Install using components, accessories and methods recommended by the board

manufacturer.– Set out floor/head channels and perimeter studs to give a framework, which is accurately

aligned with a true vertical plane. Fix securely at all perimeters at not more than 600 mmcentres.

– Position studs at equal centres to suit specified linings, maintaining sequence acrossopenings. Provide additional studs as necessary to ensure support to all vertical edges ofboards.

– Accurately form openings to receive doorsets using sleeved/ boxed metal studs and/orsuitable timber framing as necessary to achieve the strength grade requirements of theframing assembly and adequately support the weight of the door.

475 METAL FURRINGS FOR WALL LININGS:– Install using components, accessories and methods recommended by the board

manufacturer.– Set out furrings vertically, at specified centres and adjacent to angles, openings,

movement joints, etc. Maintain centres of furrings across openings. Bed in 200 mm longdabs of adhesive at each end of furring and thereafter at 450 mm centres. Bed shortlengths of furring horizontally to provide continuous support to top and bottom edges ofboards.

– Accurately align all furrings to a true, vertical plane.– Install additional furrings where necessary to accept junctions with partitions. Use a

continuous line of adhesive to ensure there are no gaps across the cavity.

485 METAL SUSPENDED CEILING FRAMING:

– Install using components, accessories and methods recommended by the boardmanufacturer.

– Set out perimeter channels, hangers and sections to give a framework which isaccurately aligned and level. Fix securely with additional framing and stiffening atupstands, partition heads, access hatches, etc. to give a stable ceiling.

495 MINERAL WOOL INSULATION TO METAL STUD PARTITIONS/LININGS:– Fit securely with closely butted joints, leaving no gaps. Unless the insulation is of a self-

supporting slab type fitted between studs, fix at head of frame using timber battens orproprietary clips.

500 MINERAL WOOL INSULATION ACROSS METAL SUSPENDED CEILING FRAMING:– Use widest practical widths of insulation. Fit securely with closely butted joints, leaving

no gaps.– Cut and fit neatly around any electrical fittings, etc. Do not cover electrical cables (unless

they have been sized accordingly).

515 ACOUSTIC SEALANT:– Sealant: A type recommended by the board manufacturer.– Location: To perimeter junctions with walls, floors, ceilings and around openings.– Before fixing boarding, apply as a continuous bead to clean, dry, dust-free surfaces,

leaving no gaps.– After application of sealant, fill gaps greater than about 6 mm with jointing compound

recommended by plasterboard manufacturer.

525 CAVITY BARRIERS WITHIN __PARTITION TYPES A1 and A2_– Material: __20/50mm Rigid Fibre glass– Form accurately and fix securely across full width of the cavity with no gaps at joints and

perimeters, to provide a complete barrier to smoke and flame.

555 FIRE STOPPING: Seal any gaps at junctions of linings and cavity barriers with perimeterabutments, service penetrations, etc. using tightly packed mineral wool or approvedintumescent sealant, to prevent penetration of smoke and flame.

560 JOINTS BETWEEN BOARDS:– Tapered edged plasterboards: Lightly butted. Leave a 3 mm gap where cut/unbound

edges occur.– Square edged plasterboards to be finished with textured plastic compound: 3 mm gap.– Square edged fibre reinforced gypsum boards: 5 mm gap.

565 VERTICAL JOINTS:– Centre joints on studs. For partitions, ensure that joints on opposite sides of studs are

staggered.– For two-layer boarding, stagger joints between layers.

570 HORIZONTAL JOINTS:– Horizontal joints will not be permitted in surfaces exposed to view except where the

height of partition/lining exceeds the maximum available length of board. Agree positionsof joints where not specified.

– For two-layer boarding, stagger joints between layers by at least 600 mm.– Ensure that edges of boards are supported by additional framing. For two layer boarding

framing must support the outer layer.

590 FIXING PLASTERBOARD TO METAL SUPPORTS:– Fix securely to all supports, working from the centre of each board using proprietary

drywall screws at the following maximum centres:

– Partition/wall linings: 300 mm centres (reduced to 200 mm at external angles whererecommended by the board manufacturer).– Ceilings: 230 mm centres (reduced to 150 mm at board ends and at lining perimeterswhere recommended by the board manufacturer).

– Position screws not less than 10 mm from the edge of the board. Set heads in adepression; do not break paper or gypsum core.

– Type and length of screws as recommended in BS 8212, section 2.2.3, unless specifiedotherwise.

610 FIXING PLASTERBOARD TO TIMBER SUPPORTS:– Fix securely to all supports working from the centre of each board using the specified

method of fixing at the following maximum centres:Nails: 150 mm centres.Drywall screws: 300 mm centres for partitions/wall linings (reduced to 200 mm atexternal angles where recommended by the board manufacturer) and 230 mm centresfor ceilings.

– Position fixings not less than 10 mm from bound edges, 13 mm from cut/unbound edgesand not less than 6 mm from the edge of the timber support.

– Type and length of fixings as recommended in BS 8212, section 2.2.3, unless specifiedotherwise.

620 FIXING PLASTERBOARD WITH ADHESIVE DABS:– Apply grid of adhesive dabs to the background for each board as follows:

Horizontally: One row of dabs along the top edge and one continuous dab along thebottom edge.Vertically: One row of dabs along each edge and thereafter at intermediate spacings tosuit size of board:Thickness (mm) Width (mm) Dab centres (mm)

9.5 1200 4009.5/12.5 900 45012.5 1200 600

– Dabs: About 50 – 75 mm wide x 250 mm long positioned not less than 25 mm fromedges/ends of board. Adjust thickness as necessary to ensure boards are accuratelyaligned to a true vertical plane.

– Press boards firmly against dabs to give a secure fixing. Provide temporary supportunder bottom edge of each board until dabs have set.

625 FIXING INSULATION BACKED PLASTERBOARD WITH ADHESIVE DABS:– In addition to the requirements of clause 620, secure boards with proprietary nailable

plugs in locations recommended by the board manufacturer.– Include proprietary metal clips/plates to edges of each board where recommended by the

board manufacturer.

630 FIXING INSULATION BACKED PLASTERBOARD WITH ADHESIVE SPOTS:– Apply adhesive on a 300 mm grid to background or back of boards. Position perimeter

spots about 25 mm from edges of boards. Size of spots to be about 25 mm diameter.– Press boards firmly into position and secure with proprietary nailable plugs in locations

recommended by the board manufacturer and to suit the specified finish.

670 TAPED SEAMLESS FINISH TO PLASTERBOARD:– Lightly sand cut edges of boards to remove paper burrs. Apply PVAC sealer to exposed

cut edges of boards and any other plaster surfaces to which tape is to be applied.– Fill all joints, gaps and internal angles with joint compound and cover with continuous

lengths of paper tape, fully bedded. Reinforce external angles, stop ends, etc. with thespecified bead/corner tape.

– When set, cover with joint finish, feathered out to give a flush, smooth, seamlesssurface.

– Spot nail/screw depressions with joint filler to give a flush surface.

– Fill minor indents. After joint, angle and spotting treatments have dried, lightly sand toremove any minor imperfections.

– Apply specified primer/sealer to give a continuous consistent texture to surface ofboards.

680 SKIM COAT PLASTER FINISH:– Manufacturer and reference: To manufacturers recommendation

Thickness: 2 – 3 mm.– Fill and tape all joints except where coincident with metal beads.– Trowel/float to a tight, matt, smooth surface with no hollows, abrupt changes of level or

trowel marks.

720 MINOR DAMAGE IN EXISTING PLASTERBOARD: Where not specified otherwise, repairsmall areas of broken board by cutting away the paper, removing loose core material andfilling with joint filler. Apply PVAC sealer to exposed plaster and cut edge of paper beforefilling. Finish off to give a flush, smooth surface ready for redecoration.

730 MAJOR DAMAGE IN EXISTING PLASTERBOARD: Where not specified otherwise, repairlarge damaged areas of board by cutting out and replacing with an identical piece ofboard. Form a neat hole with sides vertical and horizontal. Fix the patch using the samemethod as the existing dry lining, ensuring full support to all edges of existing and newboard. Fill joints, apply tape and finish off to give a flush, smooth, seamless surface readyfor redecoration.


Schedule H



Z20 Fixings/Adhesive

1

1

Z20 FIXINGS/ADHESIVES


110 FIXING GENERALLY: Use fixing and jointing methods and types, sizes, quantities andspacings of fasteners which are suitable having regard to:

- Nature of and compatibility with product/material being fixed and fixed to,- Recommendations of manufacturers of fasteners and manufacturers of components,

products or materials being fixed and fixed to,- Materials and loads to be supported,- Conditions expected in use,- Appearance, this being subject to approval.

130 FASTENERS for materials and components:- Forming part of external construction but not directly exposed to the weather to be of

corrosion resistant material or have a corrosion resistant finish.- Directly exposed to the weather to be of corrosion resistant material.

140 FIXING THROUGH FINISHES: Ensure that fasteners and plugs (if used) have amplepenetration into the backing.

150 PACKINGS:- Provide suitable, tight packings at fixing points to take up tolerances and prevent distortion.- Use noncompressible, rot proof, non-corrodible materials positioned adjacent to fixing points.- Ensure that packings do not intrude into zones that are to be filled with sealant.

160 CRAMP FIXING:- When not specified otherwise, position cramps not more than 150 mm from each end of

frame sections and at 600 mm maximum centres.- Secure cramps to frames with matching screws as masonry work proceeds, and fully bed in

mortar.

230 PELLETING: Countersink screw heads 6 mm below timber surface and glue in grain-matchedpellets not less than 6 mm thick, cut from matching timber. Pellets to occupy the whole depthof the holes and be finished off flush with surface.

250 POWDER ACTUATED FIXING SYSTEMS:- Do not use without the approval of the Construction Managers.- Tools to be to BS 4078:Part 2 and Kitemark certified, and used in accordance with BS

4078:Part 1. Operatives to be trained and certified as competent by tool manufacturer.- Fasteners, accessories and consumables to be types recommended by the tool

manufacturer.- Ensure that operatives take full precautions against injury to themselves and others.- Remove all unspent cartridges from the site when no longer required.- Apply zinc rich primer to heads of fasteners used externally, in external walls or in other

locations subject to dampness.- Use top hat section plastics washers to isolate cartridge fired nails from stainless steel

components fixed externally, in external walls or in other locations subject to dampness.

510 ADHESIVES:- Adhesive types: As specified in the relevant section.

2

- Surfaces to receive adhesive to be sound, unfrozen, free from dust, grease and any othercontamination likely to affect bond. Where necessary, clean surfaces using methods andmaterials recommended by adhesive manufacturer.

- Adjust surface regularity and texture as necessary to suit bonding and gap fillingcharacteristics of adhesive.

- Ensure that operatives observe manufacturer's and statutory requirements for storage andsafe usage of adhesives.

- Do not use adhesives in unsuitable environmental conditions or beyond the storage periodrecommended by the manufacturer.

- Apply adhesives using recommended spreaders/applicators to ensure correct coverage.Bring surfaces together within recommended time period and apply pressure evenly over fullarea of contact to ensure full bonding.

- Remove surplus adhesive using methods and materials recommended by adhesivemanufacturer and without damaging surfaces.

- N.B. Only materials approved by the BNM conservation department may be used.- Adequate time for the testing of any materials to be used must be allowed for.


Schedule H



P31 Hole/Chases/Supports For Services

1

1

P31 HOLES/CHASES/SUPPORTS FOR SERVICES


150 HOLES AND CHASES IN IN SITU CONCRETE to be cast in. Do not cut hardened concreteor drill holes larger than 10 mm diameter without permission.

170 HOLES IN STRUCTURAL STEELWORK: Do not cut or drill structural steelwork withoutpermission.

185 HOLES, RECESSES AND CHASES IN MASONRY:– Holes, recesses and chases to be in locations which will least affect the strength,

stability and sound resistance of the construction, and to be of the smallest practicablesize.

– Holes must not exceed 300 mm square.– Do not cut chases in walls of hollow or cellular blocks without approval.– In walls of other materials:

– Vertical chases must be not deeper than one third of the single leaf thickness.– Horizontal or raking chases must be not longer than 1 m and not deeper than one sixthof the single leaf thickness.

– Do not set chases or recesses back to back; offset by a clear distance not less than thewall thickness. Where sockets, etc. are shown on drawings as nominally back to back,obtain instructions.

– Do not cut until mortar is fully set. Cut carefully and neatly, avoiding spalling, cracking orother damage to surrounding structure. Do not cut chases with mechanical or handimpact tools.

230 NOTCHES AND HOLES IN STRUCTURAL TIMBER:– To be avoided wherever possible and to be the minimum sizes needed to accommodate

services.– Do not position near knots or other defects in the same cross section which would

significantly affect strength of timber.– Notches and holes in the same joist to be at least 100 mm apart horizontally.– Notches in joists to be at the top, located between 0.07 and 0.25 of span from support,

not deeper than 0.125 x depth of joist and to be formed by sawing down to a drilled hole.– Holes in joists to be on the neutral axis, with diameter not more than 0.25 x depth of joist,

spaced at centres not less than 3 x diameter of largest hole and located between 0.25and 0.4 of span from support.

– Notches in roof rafters, struts and columns will not be permitted.– Holes in struts and columns to be on the neutral axis, with diameters not exceeding 0.25 x

minimum width of member, located between 0.25 and 0.4 of length from end and spacedat centres not less than 3 x diameter of largest hole.

310 PIPE SLEEVES FOR SERVICES

– Sleeves to extend through full thickness of wall/floor and be accurately positioned to givea minimum clearance around service of 20 mm or diameter of service, whichever is theleast.

– Sleeves, whether built in or installed in preformed holes, to be bedded solid.– Seal annular space between service and sleeve– Where exposed to view, finish bedding and sealing neatly to approval.

340 SEALING AROUND SERVICES: Seal around where they pass through. Completely fill thespace, leaving no gaps and finish neatly.

2

340.1 SEALING AROUND SERVICES ENTERING DISPLAY CASES: Seal around where theypass through. Completely fill the space, leaving no gaps and finish neatly. Allpenetrations to be at locations previously discussed and agreed with the ExhibitionDesigners. Refer to Z22 for sealants.


Schedule H



N10 General Fixtures/Furnishings/Equipment

1

N10

N10 GENERAL FIXTURES/FURNISHINGS/EQUIPMENT


I

COMPONENTS

GROUND FLOOR ATRIUM110.1 _PURPOSE MADE RECEPTION DESK TO GROUND FLOOR ATRIUM _____

- Drawing reference(s): GR1 GR1-1 GR2 GR2-1______- Timber: To BS EN 942.

Species: _TEAKClass: __J2___ _Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 19MM TOUGHENED GLASS COUNTER TOP AS L40_

FIXINGS AS Z20 SEALANTS AS Z21- TRIMS AS P20_LAMINATED STORAGE UNITS AS K13 COUNTERTOP AS JJA

SOLID POLYMER FRAMEWORK AS G20- Finish (es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_- ___

110.2 _PURPOSE MADE SEATING BENCH TO GROUND FLOOR ATRIUM _____- Drawing reference(s): NGM4- Timber: To BS EN 942- Species: _TEAK

Class: __J2__ __Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21

FRAMEWORK AS G20 HOLES AS P31- Finish (es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31- ____

110.3 _PURPOSE MADE SEATING DISPLAY UNIT R3 TO GROUND FLOOR ATRIUM_____

- Drawing reference(s): GR3, GR3-1, GR3-2- Timber: To BS EN 942.

Species: _TEAKClass: __J2_ OR TO LOCAL MALAYSIAN EQUIVALENT ___Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: GRANITE PLINTH AS H51 GLASS SHOWCASE (SEE

SHOWCASE SPEC FOR DETAIL) FIXINGS AS Z20

N10 General fixtures/furnishings/equipment N10

- TRIMS AS P20_ SEALANTS AS Z21 FRAMEWORK AS G20- Finish (es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)- SEE GRAPHICS SPEC ____

110.4 _PURPOSE MADE MONITOR DISPLAY R6 _____- Drawing reference(s): GR6, GR6-1, GR6-2 GR6-3- Metalwork materials and workmanship: As section Z11.- Other requirements: SEE DRAWING- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31- ____

GROUND FLOOR CHILDRENS GALLERY

110.1 _PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT CCIB (2ELEMENTS)_____

- Drawing reference(s): CC1B PI CC1C 1 PI CC1C 2- Timber: To BS EN 942.

Species: S/WOOD TO BS EN 942Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS PANELS AS L40_- MILD STEEL SUPPORT/LEGS AS Z11 LAMINATED ELEMENTS AS K13- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31- SEE GRAPHICS SPEC

110.2 _PURPOSE MADE FREESTANDING BACKDROP TO EXHIBIT CCIC _____- Drawing reference(s): CC1C PI CC1C 1 PI CC1B 2- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS PANELS AS L40_- STAINLESS STEEL SUPPORT/LEGS AS Z11 AND JJA METALS- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31- SEE GRAPHICS SPEC

110.3_PURPOSE MADE PLINTH TO YAP STONE CC2A2 _____- Drawing reference(s): G-CC2A2- Timber: To BS EN 942. AS

Species: S/WOOD TO BS EN 942Class: __J2____


Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: LAMINATED SKIRTING AS K13 CAPTION RAIL AS Z11- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20

HOLES AS P31- -Finish(es) as delivered: METALLIC LAMINATE AS K13_- AS M60 (SEE FINISHES SCHEDULE) AS Z31- SEE GRAPHICS SPEC

110.4 _PURPOSE MADE FREESTANDING BACKDROP TO EXHIBIT CC3B _____- Drawing reference(s): G-CC3B G-CC3B-

- Timber: To BS EN 942.Species: S/WOOD TO BS EN 942Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: _- STAINLESS STEEL SUPPORT/LEGS AS Z11 AND JJA METALS- TRIMS AS P20_HOLES AS P31 FIXINGS AS Z20 SEALANTS AS Z21

FRAMEWORK AS G20- -Finish(es) as delivered: _AS M60(SEE FINISHES SCHEDULE) AS Z31- SEE GRAPHICS SPEC

110.5 _PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT CC3A _____- Drawing reference(s): G-CC3A PI CC3A-1 PI CC3A-2- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20

HOLES AS P31- -Finish(es) as delivered: _AS M60(SEE FINISHES SCHEDULE) AS Z31- SEE GRAPHICS SPEC

110.6_PURPOSE MADE DISPLAY CABINET CC4B- Drawing reference(s): G-CC4B- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13


- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10. AS G20- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS PANELS AS L40_- HOLES AS P31- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20

HOLES AS P31- -Finish(es) as delivered:- AS M60 (SEE FINISHES SCHEDULE) AS Z31- SEE GRAPHICS SPEC

110.7 _PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT CC5A _____- Drawing reference(s): G-CC5A PI CC5A PI CC5A 2- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS PANELS AS L40_- MILD STEEL SUPPORT/LEGS AS Z11 FRAMEWORK AS G20 HOLES AS P31- TRIMS AS P20_ FIXINGS AS Z20- Finish(es) as delivered: _AS M60_AS Z31 (SEE FINISHES SCHEDULE)- SEE GRAPHICS SPEC

110.8 _PURPOSE MADE DISPLAY PLINTH TO EXHIBITS CC7A/7B/8A_____- Drawing reference(s): G-CC7A, 7A-1 PI CC7A 1 PI CC7A 2 PI CC7C 1 PI CC7C 2- PI CC8A- Timber: To BS EN 942.

Species: _Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements:- TRIMS AS P20_ JJA SOLID POLYMER FIXINGS AS Z20 FRAMEWORK AS G20

HOLES AS P31- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_ AS Z31- SEE GRAPHICS SPEC ___

110.9 _PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT CC7C _____- Drawing reference(s): PI CC7C 1 PI CC7C 2- Timber: To BS EN 942

Species: OAKClass: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: N/A.


- Other requirements: _- TRIMS AS P20_ FIXINGS AS Z20 FRAMEWORK AS G20 HOLES AS P31- -Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31- SEE GRAPHICS SPEC

110.10 _PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT CC8A _____- Drawing reference(s): PI CC7C 1 PI CC7C 2- Timber: N/A

Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.SEALANTS- Metalwork materials and workmanship: As section Z11.- Other requirements: _ACRYLIC SHEET- TRIMS AS P20_FIXINGS AS Z20 FRAMEWORK AS G20 HOLES AS P31- -Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31- SEE GRAPHICS SPEC

110.11 _PURPOSE MADE COUNTER TO EXHIBIT CC9A _____- Drawing reference(s): G-CC9A GCC9A1- Timber: To BS EN 942.

Species: _ S/WOOD To BS EN 942.Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS SCREEN AS L40_ FIXINGS AS

Z20 SEALANTS AS Z21- TRIMS AS P20_LAMINATED DRAWER UNITS AS K13 JJA SOLID POLYMER

FRAMEWORK AS G20 HOLES AS P31- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_- SEE GRAPHICS SPEC- ___

110.12 _PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT CC9B _____- Drawing reference(s): G-CC9B PI CC9B1 PI CC9B2- Timber: To BS EN 942.

Species S/WOOD To BS EN 942.Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS SCREEN AS L40_ FIXINGS AS

Z20 SEALANTS AS Z21- TRIMS AS P20_LAMINATED SHELF AS K13 FRAMEWORK AS G20 HOLES AS

P31- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_ AS Z31- SEE GRAPHICS SPEC- ___

MUSEUM CAFÉ


110.1 _PURPOSE MADE SERVERY COUNTER TO MUSEUM CAFE- Drawing reference(s): G-GCF-1 GCF-2 G13- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS SCREEN AS L40_ FIXINGS AS

Z20 SEALANTS AS Z21- TRIMS AS P20_LAMINATED FASCIA AS K13 JJA SOLID POLYMER

FRAMEWORK AS G20 COUNTERTOP AS H51Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_

CHILDRENS BREAKOUT AREA

240 BLINDS: SEE FINISHES SCHEDULE

____LOCKER ROOM

190- Drawing reference(s): TBC ______- To BS 4680.- Manufacturer and reference: ______

Test level ______ to BS 4680.Colour(s): ______Fittings: ______

FIRST FLOOR ECONOMIC AND MONETARY GALLERY

110.1 _PURPOSE MADE SHAPED ACRYLIC ENCLOSURE TO E7&M1B _____- Drawing reference(s): G-CC9A GCC9A1- As section Z11.- Other requirements: _ FIXINGS AS Z20 SEALANTS AS Z21- TRIMS AS P20_ FRAMEWORK AS G20 ACRYLIC AS JJA ACRYLIC SPEC- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_ AS Z31- SEE GRAPHICS SPEC- ___

110.2 _PURPOSE MADE DISPLAY TO E&M 2A _____- Drawing reference(s): E&M 2A-1 TO 17- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.


- Other requirements: 9MM TOUGHENED GLASS SCREEN AS L40_ FIXINGS ASZ20 SEALANTS AS Z21

- TRIMS AS P20_LAMINATED DRAWER UNITS AS K13 FRAMEWORK AS G20ACRYLIC AS JJA ACRYLIC

- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_ AS Z31- ___

110.3 _PURPOSE MADE COUNTER TO EXHIBIT E&M 2C- Drawing reference(s): F-E&M 2C- Timber: N/A

Wood based board materials: _PLYWOOD / MDF SEE KII/ K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.SEALANTS- Metalwork materials and workmanship: As section Z11.- Other requirements: _- TRIMS AS P20_FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- -Finish(es) as delivered: _AS M60 AS Z31 SEE FINISHES SCHEDULE)_-

110.4 _PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT E&M 3A/B- Drawing reference(s): F-E&M 3A/B- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: _ FIXINGS AS Z20 SEALANTS AS Z21- TRIMS AS P20_LAMINATED SHELF AS K13 FRAMEWORK AS G20 HOLES AS

P31- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_- ___

110.5 PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT E&M 4A- Drawing reference(s): F-E&M 4A PI E&M 4A-1 PI E&M 4A2- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: _ FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31- TRIMS AS P20_LAMINATED COUNTERTOP AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_- ___

110.6 _PURPOSE MADE FREESTANDING BACKDROP TO EXHIBIT E&M 4B_____- Drawing reference(s): F-E&M 4A PI E&M 4A-1 PI E&M 4A2- Timber: To BS EN 942.

Species: S/WOOD TO BS EN 942Class: __J2____


Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11. HOLES AS P31- Other requirements: TRIMS AS P20 FIXINGS AS Z20 SEALANTS AS Z21

STAINLESS STEEL SUPPORT/LEGS AS Z11Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_

110.7 _PURPOSE MADE FREESTANDING BACKDROP TO EXHIBIT E&M 4B_____- Drawing reference(s): F-E&M 5A -

Timber: To BS EN 942.Species: S/WOOD TO BS EN 942Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: TRIMS AS P20 FIXINGS AS Z20 SEALANTS AS Z21

STAINLESS STEEL SUPPORT/LEGS AS Z11 ANDFinish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_

110.8 PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT E&M 5C- Drawing reference(s): F-E&M 5C PI E&M 5C-1 PI E&M 5C2

- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS SCREEN AS L40_- FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31- TRIMS AS P20_LAMINATED COUNTERTOPS AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_-

110.9 _PURPOSE MADE SEATING BENCH- Drawing reference(s): NGM4- Timber: To BS EN 942.

Species: _TEAKClass: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21

FRAMEWORK AS G20 HOLEA AS P31- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)___AS Z31_

110.10 _PURPOSE MADE FREESTANDING CURVED BACKDROP TO EXHIBIT E&M 6B_____

- Drawing reference(s): F- E&M 6A- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13


- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements:- STAINLESS STEEL SUPPORT/LEGS AS Z11 HOLEA AS P31- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- -Finish(es) as delivered: _AS M60 (SEE FINISHES SCHEDULE) AS Z31- ___

110.11 _PURPOSE MADE FREESTANDING CURVED BACKDROP TO EXHIBIT E&M 6A _____

- Drawing reference(s): F- E&M 6A F- E&M6A-1- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 12MM TOUGHENED GLASS PANEL AS L40_- STAINLESS STEEL SUPPORT/LEGS AS Z11- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: _AS M60_(SEE DRAWINGS) AS Z31

110.12 _PURPOSE MADE LAMINATED CONSOLE TO E&M 6C _____- Drawing reference(s): F- E&M 6A F- E&M6A-1- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: TO INCORPORATE INTERACTIVE CONSOLE AS Z11- MILD STEEL SUPPORT/LEGS AS Z11 LAMINATED ELEMENTS AS K13- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20

-Finish(es) as delivered: _AS M60_( SEE FINISHES SCHEDULE ) AS Z31

110.13 _PURPOSE MADE LAMINATED ENCLOSURE TO A/V EXHIBIT E&M 7A _____- Drawing reference(s): F-E&M 7A- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD /MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21

FRAMEWORK AS G20 HOLES AS P31- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)__AS Z31-


- __110.14 PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT E&M 8A

- Drawing reference(s): F-E&M 9A PI E&M 8A

- Metalwork materials and workmanship: As section Z11.- Other requirements: 9MM TOUGHENED GLASS SCREEN AS L40_- FIXINGS AS Z20 SEALANTS AS Z21 ACRYLIC AS JJA ACRYLIC SPEC- - TRIMS AS P20_LAMINATED COUNTERTOPS AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_-

110.15 PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT E&M 8A- Drawing reference(s): F-E&M 9A PI E&M 8B

- Metalwork materials and workmanship: As section Z11.- Other requirements: 12MM TOUGHENED GLASS PROJECTION SCREEN AS

L40_- FIXINGS AS Z20 SEALANTS AS Z21 ACRYLIC AS JJA ACRYLIC SPEC- TRIMS AS P20_LAMINATED COUNTERTOPS AS K13 FRAMEWORK AS G20- HOLES AS P31- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_-

110.16 PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT E&M 8C- Drawing reference(s): F-E&M 9A PI E&M 8C

- Metalwork materials and workmanship: As section Z11.- Other requirements: FIXINGS AS Z20 SEALANTS AS Z21 ACRYLIC AS JJA

ACRYLIC SPEC- TRIMS AS P20_LAMINATED COUNTERTOPS AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z21 (SEE FINISHES SCHEDULE)_-

110.17 _PURPOSE MADE FREESTANDING CURVED LIGHTBOX TO EXHIBIT E&M 9A _____

- Drawing reference(s): F- E&M 9A F- E&M9A-1 E&M9A-2 E&M9A-3- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: TOUGHENED GLASS PANELS AS L40_- STAINLESS STEEL SUPPORT/LEGS AS Z11- TRIMS AS P20_ FIXINGS AS Z20 HOLES AS P31 SEALANTS AS Z21

FRAMEWORK AS G20 HOLES AS P31- -Finish(es) as delivered: _AS M60 (SEE FINISHES SCHEDULE)_AS Z31- SEE GRAPHICS SPEC

110.18 _PURPOSE MADE FREESTANDING METAL MESH PROJECTION SCREEN TOEXHIBIT E&M 9B

- Drawing reference(s): F- E&M 9B -



- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: ACOUSTIC RIGID FIBREGLASS SEE ACOUSTIC SPEC- TRIMS AS P20_ FIXINGS AS Z20 HOLES AS P31 SEALANTS AS Z21 -

Finish(es) as delivered: _AS M60_(SEE DRAWINGS) AS Z31-

110.19 _PURPOSE MADE SEATING BENCH TO EXHIBIT E&M 9A _____- Drawing reference(s): F- E&M 9B NGM4- Timber: To BS EN 942.



FRAMEWORK AS G20 HOLES AS P31 TO INCORPORATE INTERACTIVECONSOLE AS Z11

- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31

110.20 PURPOSE MADE COMPUTER INTERACTIVE EXHIBIT E&M 9C- Drawing reference(s): F-E&M 9C- Metalwork materials and workmanship: As section Z11.- Other requirements: FIXINGS AS Z20 SEALANTS AS Z21- HOLES AS P31- TRIMS AS P20_LAMINATED COUNTERTOPS AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_-

FIRST FLOOR CORPORATE GALLERY

110.1 _PURPOSE MADE LAMINATED CONSOLE TO CG3A- Drawing reference(s): F- CG 3A -


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: TO INCORPORATE INTERACTIVE TOUCHSCREEN AS

Z11- MILD STEEL SUPPORT/LEGS AS Z11 LAMINATED ELEMENTS AS K13 HOLES

AS P31- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31

-Finish(es) as delivered: _AS M60( SEE FINISHES SCHEDULE)_) AS Z31


110.2 PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT CG3B- Drawing reference(s): F-CG 3B PI CG 3B PI CG 3B-1- Metalwork materials and workmanship: As section Z11.- Other requirements: FIXINGS AS Z20 SEALANTS AS FRAMEWORK AS G20- HOLES AS P31- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_-

110.3 _PURPOSE MADE LAMINATED CONSOLE TO CG4A/4B- Drawing reference(s): F- CG 4A -


- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: TO INCORPORATE INTERACTIVE TOUCHSCREEN AS

Z11- MILD STEEL SUPPORT/LEGS AS Z11 LAMINATED ELEMENTS AS K13 HOLES

AS P31- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20

-Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_AS Z31

110.4 _PURPOSE MADE SEATING BENCH TO CG6A _____- Drawing reference(s): NGM4- Timber: To BS EN 942.



HOLES AS P31 INCORPORATE INTERACTIVE CONSOLE AS Z11- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31

110.5 PURPOSE MADE PRACTICAL INTERACTIVE EXHIBIT CG7A- Drawing reference(s): F-CG7A F-CG7A-1 PI CG 7A- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: _ FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31

ACRYLIC AS JJA ACRYLIC SPEC- TRIMS AS P20_LAMINATED COUNTERTOP AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_


110.6_PURPOSE MADE SEATING BENCH TO EXHIBIT CG9A _____- Drawing reference(s): F- CG 9A NGM4- Timber: To BS EN 942.



FRAMEWORK AS G20 HOLES AS P31- TO INCORPORATE INTERACTIVE CONSOLE AS Z11- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31

110.7 PURPOSE MADE LAMINATED SHELVES TO CG 10A- Drawing reference(s): F-CG10A F-CG10 A-1- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: _ FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31- TRIMS AS P20_LAMINATED COUNTERTOP AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_

110.8 PURPOSE MADE LAMINATED SHELF TO CG 10B- Drawing reference(s): F-CG10B F-CG10 B-1- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: _ FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31- TRIMS AS P20_LAMINATED COUNTERTOP AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_

110.9 _PURPOSE MADE FREESTANDING GRAPHIC TO EXHIBIT CG 11 _____

- Drawing reference(s): F- CG 11 -Timber: To BS EN 942.Species: S/WOOD TO BS EN 942Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.


- Other requirements: INSET TOUGHENED GLASS DISPLAY CASES AS L40_- STAINLESS STEEL SUPPORT/LEGS AS Z11- TRIMS AS P20_ FIXINGS AS Z20 HOLES AS P31 SEALANTS AS Z21

FRAMEWORK AS G20- -Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)- _SEE GRAPHICS SPEC

FIRST FLOOR ISLAMIC BANKING AND FINANCE GALLERY

110.1 PURPOSE MADE CAST ACRYLIC MIHRAB- Drawing reference(s): F-IBF 1A-- _FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31 ACRYLIC AS JJA

ACRYLIC SPEC- TRIMS AS P20_ Finish(es) as delivered: _ _ (SEE FINISHES SCHEDULE)_

110.2 PURPOSE COUNTER TO EXHIBIT IBF 1C- Drawing reference(s): F-IBF 1C- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: _ FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31- TRIMS AS P20_LAMINATED COUNTERTOP AS K13 FRAMEWORK AS G20- Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)_-

110.3 _PURPOSE MADE FREESTANDING BACKDROP TO EXHIBIT IBF 1C _____- Drawing reference(s): F-IBF 1C

- Timber: To BS EN 942.Species: S/WOOD TO BS EN 942Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: _- STAINLESS STEEL SUPPORT/LEGS AS Z11- TRIMS AS P20_HOLES AS P31 FIXINGS AS Z20 SEALANTS AS Z21

FRAMEWORK AS G20- -Finish(es) as delivered: _AS M60_AS Z31 (SEE DRAWINGS)- SEE GRAPHICS SPEC-

110.4_PURPOSE MADE PLINTH TO CODE OF HAMURABI IBF 2A _____- Drawing reference(s): F IBF 2A- Timber: To BS EN 942. AS



- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: LAMINATED SKIRTING AS K13 CAPTION RAIL AS Z11- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: METALLIC LAMINATE AS K13_- AS M60_ AS Z31 (SEE FINISHES SCHEDULE)- SEE GRAPHICS SPEC

110.5_PURPOSE MADE COUNTER TO IBF 3B/C _____- Drawing reference(s): F IBF 3B/C1 F IBF 3B/C2- Timber: To BS EN 942.


- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: GLASS PANELS AS L40 LAMINATED COUNTER AS

K13/JJA SOLID POLYMER- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: AS K13_- AS M60_ AS Z31 (SEE FINISHES SCHEDULE)-

110.6_PURPOSE MADE COUNTER TO IBF 5B3 _____- Drawing reference(s): F IBF 5B-3 -


- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: GLASS PANELS AS L40 LAMINATED COUNTER AS

K13/JJA SOLID POLYMER- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: AS K13_- AS M60_ AS Z31 (SEE FINISHES SCHEDULE)-

110.7_PURPOSE MADE EXHIBIT IBF 8B- Drawing reference(s): F-20 PI IBF 8B-1 PI IBF 8B-2


- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____


- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: GLASS PANELS AS L40 LAMINATED COUNTER AS

K13/JJA SOLID POLYMER ACRYLIC TO JJA ACRYLIC- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: AS K13_- AS M60_ AS Z31 (SEE FINISHES SCHEDULE)

SECOND FLOOR NUMISMATIC GALLERY

110.I_PURPOSE MADE PLINTH TO EXHIBIT NG 1C- Drawing reference(s): S-NG 1C

Timber: To BS EN 942.Species: TEAKClass: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: GLASS PANELS AS L40 LAMINATED COUNTER/FASCIA

AS K13/JJA SKIRTINGS TO Z11- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: AS K13_

AS M60_ AS Z31 (SEE FINISHES SCHEDULE)

110.2_PURPOSE MADE EXHIBIT NG 1B- Drawing reference(s): S-NG 1B


- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: LAMINATED/ST STEEL ENCLOSURE AS K13/Z11- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: AS K13_- AS M60_ AS Z31 (SEE FINISHES SCHEDULE)

110.3_PURPOSE MADE PLINTH YAP STONE _____- Drawing reference(s): TBC- Timber: To BS EN 942. AS


- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.


- Other requirements: LAMINATED/ST STEEL SKIRTING AS K13/Z11 CAPTIONRAIL AS Z11

- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: METALLIC LAMINATE AS K13_- AS M60_ AS Z31 (SEE FINISHES SCHEDULE)- SEE GRAPHICS SPEC

110.4 _PURPOSE ARCHWAYS TO NG 3ABC _____- Drawing reference(s): S-NG 3A- S-NG 3A-1 S-NG 3A-2 S-NG 3A-3- Metalwork materials and workmanship: As section Z11.- Other requirements: SEE DRAWING- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31- Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31- ____

110.5 _PURPOSE MADE FREESTANDING GRAPHIC TO EXHIBIT NG3C _____

- Drawing reference(s): S-NG3C S-NG3C-1 -Timber: To BS EN 942.Species: S/WOOD TO BS EN 942Class: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD / MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: GLASS PANELS AS L40_- STAINLESS STEEL SUPPORT/LEGS AS Z11- TRIMS AS P20_ FIXINGS AS Z20 HOLES AS P31 SEALANTS AS Z21

FRAMEWORK AS G20- -Finish(es) as delivered: _AS M60_ AS Z31 (SEE FINISHES SCHEDULE)- _SEE GRAPHICS SPEC

110.6_PURPOSE MADE PLINTH TO EXHIBIT NG 1C- Drawing reference(s): S-NG 1C

Timber: To BS EN 942.Species: TEAKClass: __J2____Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: GLASS PANELS AS L40 LAMINATED COUNTER/FASCIA

AS K13/JJA SKIRTINGS TO Z11 TO INCORPORATE SHOWCASE NG5C- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 FRAMEWORK AS G20- HOLES AS P31- -Finish(es) as delivered: AS K13_

AS M60_ AS Z31 (SEE FINISHES SCHEDULE)

110.4 _PURPOSE MADE ARCHWAYS TO NG 6A _____- Drawing reference(s): S-NG 6A- S-NG 6A-1 -

Metalwork materials and workmanship: As section Z11.- Other requirements: SEE DRAWING GLASS AS L40- TRIMS AS P20_ FIXINGS AS Z20 SEALANTS AS Z21 HOLES AS P31

Finish(es) as delivered: _AS M60_(SEE FINISHES SCHEDULE) AS Z31


THIRD FLOOR ART GALLERY

110.1 _PURPOSE MADE RECEPTION DESK TO ART GALLERY _____- Drawing reference(s): T –AGM3 T –AGM3-1__- Timber: To BS EN 942.

Species: _OAKClass: __J2___ _Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: 19MM TOUGHENED GLASS COUNTER TOP AS L40_

FIXINGS AS Z20 SEALANTS AS Z21- TRIMS AS P20_LAMINATED STORAGE UNITS AS K13 COUNTERTOP AS JJA

SOLID POLYMER FRAMEWORK AS G20- Finish (es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_- ___

110.1 _PURPOSE MADE INTERACTIVE BENCH AGM4_____- Drawing reference(s): T –AGM4- Timber: To BS EN 942.

Species: _OAKClass: __J2___ _Average moisture content of timber on delivery: AS RECOMMENDED BYFABRICATOR TO SUIT ENVIRONMENTAL CONDITIONS

- Wood based board materials: _PLYWOOD/MDF SEE KII/K13- Adhesive: _TO BS EN 204 CLASS D1_____- Joinery workmanship: As section Z10.- Metalwork materials and workmanship: As section Z11.- Other requirements: UPHOLSTERED LEATHER SEAT FIXINGS AS Z20

SEALANTS AS Z21- TRIMS AS P20_LAMINATED STORAGE UNITS AS K13 COUNTERTOP AS JJA

SOLID POLYMER FRAMEWORK AS G20- Finish (es) as delivered: _AS M60_(SEE FINISHES SCHEDULE)_- ___-

240 BLINDS: SEE FINISHES SCHEDULEManufacturer and reference: ______Operation: ______Material/Finish/Colour: ______Accessories: ______

INSTALLATION

710 MOISTURE CONTENT: During delivery, storage, fixing and thereafter to practicalcompletion maintain conditions of temperature and humidity to suit specifiedmoisture content(s) of timber components. When instructed by CA, testcomponents with an approved moisture meter to manufacturer's recommendations.

720 INSTALLATION GENERALLY: Methods of fixing and fastenings to be as sectionZ20 unless specified otherwise.

760 SEALANT POINTING:


- Sealant: Silicone based to BS 5889, Type B with fungicide.Colour: ______Manufacturer and reference: ______

- Application: As section Z22.

770 TRIMS: Wherever possible to be in unjointed lengths between angles or ends ofruns. Where running joints are unavoidable obtain approval of location and methodof jointing. Mitre angle joints unless otherwise specified.

780 COMPLETION:- Ensure that doors and drawers are accurately aligned and do not bind. Adjust as

necessary to ensure smooth operation.- Check, adjust and lubricate ironmongery as necessary to ensure correct

functioning.


Schedule H



L40 General Glazing

1

L40 GENERAL GLAZING

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS,JJA / DRAWINGS, SCHEDULES AND SCOPE OF WORKS

GENERAL REQUIREMENTS

150 WORKMANSHIP GENERALLY:- Glazing generally: to BS 6262.- The glazing must be wind and watertight under all conditions with full allowance

made for deflections and other movements.- Panes/sheets to be within ± 2 mm of specified dimensions.- Avoid contact between glazing panes/units and alkaline materials such as cement

and lime.- Keep materials dry until fixed. Keep insulating glass units and plastics glazing

sheets protected from the sun and away from heat sources.- Ensure that glass/plastics, surround materials, sealers primers and paints/clear

finishes to be used together are compatible. Comply with glazing and sealantmanufacturers’ recommendations.

152 PREPARATION: Clean surrounds, rebates, grooves and beads, and prepare asspecified before installing glazing.

155 GLASS GENERALLY:- To BS 952 and the relevant part(s) of:

BS EN 572 for basic soda lime silicate glass.BS EN 1096 for coated glassBS1748-1 for borosilicate glassBS EN 1748-2 for Ceramic glassBSEN 1893 for heat strengthened soda lime silicate glassBS EN 12150 thermally toughened soda lime silicate glassBS EN 12337 for chemically strengthened soda lime glassBS EN 113024 for thermally toughened borosilicate safety glassBS EN ISO 12543 for laminated glass and laminated safety glassISO3233: 1998. for BACK PAINTED GLASS- Decorative glass achieved by the

spray application of 2-pack polyurethane paint to back surface of glazing.Applicable to any glass type or thickness.

- Panes/sheets to be clean and free from obvious scratches, bubbles, cracks,rippling, dimples and other defects.

- Edges generally undamaged. Shells and chips not more than 2 mm deep andextending not more than 5 mm across the surface are acceptable if ground out.

165 THERMALLY TOUGHENED GLASS to be fixed in the following locations must besubjected to a heat soaking regime designed to reduce the incidence of failure dueto nickel sulfide inclusions. All panes must be heat soaked at a mean glasstemperature of 280 ± 10°C for not less than period of time as recommended bymanfacturer Provide certified evidence of treatment.Locations: _See drawings_____

180 BEAD FIXING WITH PINS: Space pins evenly at not more that 150 mm centres,and within 50 mm of each corner. Punch pins just below the timber surface.

181 BEAD FIXING WITH SCREWS: Space screws evenly at not more that 225 mmcentres, and within 75 mm of each corner.


Schedule H



H13 Structural Glass Assembly

1

H13 STRUCTURAL GLASS ASSEMBLIES

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS, JJADRAWINGS, SCHEDULES AND SCOPE OF WORKS

TYPE(S) OF STRUCTURAL GLASS ASSEMBLY

115 STRUCTURAL GLASS ASSEMBLYTO CHILDREN’S GALLERY EXHIBIT CC1 A

- Drawing reference(s):G-CC1A _________- Supporting structure: _ST/STEEL UPRIGHTS________- Structural glass system:

Manufacturer and reference: TO MANUFACTURERSRECOMMENDATIONS________Type: _SEE DRAWINGS________

- Assembly fixings: __ SEE DRAWINGS ______Material: _ ST/STEEL ________Finish: __BRUSHED/HAIRLINE_______

- Assembly supports: ST/STEEL UPRIGHTS/ SUSPENDED GLASS FINS_________Material: __ ST/STEEL _______Finish: __ BRUSHED/HAIRLINE______________

- Glass: ___ TO MANUFACTURERS RECOMMENDATIONS______________

- Glass to glass jointing: _TO DESIGNER APPROVAL________Nominal joint width: _3__ mm.

- Incorporated components: _________- Fittings/ironmongery: _N/A________- Other requirements: ___GLASS TO INCORPORATE UBCUT BANKNOTES

______

115 STRUCTURAL GLASS ASSEMBLYTO ECONOMIC AND MONETARY GALLERY ENCLOSURE TOEXHIBIT F-E&M 10

- Drawing reference(s):G-E&M 10A & E&M 10A-11 _________- Supporting structure: _ ST/STEEL UPRIGHTS ________- Structural glass system:

Manufacturer and reference: TO MANUFACTURERSRECOMMENDATIONS________Type: _SEE DRAWINGS________

- Assembly fixings: __ FOUR WAY GLASS FIXINGS (SEE DRAWINGS) ______Material: _ ST/STEEL ________Finish: __BRUSHED/HAIRLINE_______

- Assembly supports: ST/STEEL UPRIGHTS/ SUSPENDED GLASS FINS_________Material: __ ST/STEEL _______Finish: __ BRUSHED/HAIRLINE______________

- Glass: ___ TO MANUFACTURERS RECOMMENDATIONS________- Glass to glass jointing: _TO DESIGNER APPROVAL________

Nominal joint width: _3__ mm.- Incorporated components: WATER MIST SPRINKLERS/VIDEO

PROJECTORS_________- Fittings/ironmongery: _N/A________- Other requirements: ___

DESIGN/PERFORMANCE REQUIREMENTS

211 DESIGN:

H13 Structural glass assemblies (continued)

- Complete the detailed design of the structural glass assembly in accordance withthe general arrangement drawings and this specification.

- Coordinate detailed design with that for all related works.

311 GENERALLY: Requirements specified in this section apply to the entire structuralglass assembly, including flashings and junctions with adjacent parts of thebuilding. Full allowance must be made for deflections and other movements.

321 INTEGRITY: Determine size(s) and thickness(es) of glass panes, types andlocations of assembly fixings and supports and other structural requirements inaccordance with BS 6262 to ensure that the structural glass assembly will resist alldead loads and design live loads, and accommodate all deflections and thermalmovements without damage.

-

322 INTEGRITY: Determine size(s) and thickness(es) of glass panes, types andlocations of assembly fixings and supports and other structural requirements inaccordance with BS 6262 to ensure that the structural glass assembly will resist alldead loads and design live loads, and accommodate all deflections and thermalmovements without damage.

- Calculate wind loads in accordance with BS 6399:Part 2, Standard Method (makingdue allowance for any internal pressure):Basic wind speed (Vb): _N/A_____ m/s.Altitude factor (Sa): ___N/A___Directional factor (Sd): Determine from BS 6399:Part 2, Table 3.Seasonal factor (Ss): 1.Probability factor (Sp): 1.Terrain and building factor (Sb): Determine from BS 6399: Part 2, Table 4.Size effect factor: Determine from BS 6399:Part 2, Figure 4.

- Snow load: Determine from BS 6399:Part 3.- Permanent imposed loads: ___N/A______- Temporary imposed loads: ____N/A_____

325 INTEGRITY: Determine size(s) and thickness(es) of glass panes, types andlocations of assembly fixings and supports and other structural requirements toensure that the structural glass assembly will resist all dead loads and design liveloads, and accommodate all deflections and thermal movements without damage.

- Temporary imposed loads: _________

341 WEATHER RESISTANCE: There must be no leakage of air through sealed glass toglass joints and no leakage of water through any part of the structural glassassembly under site exposure conditions. N/A

391 THERMAL SAFETY: Glass panes or units must resist thermal stress generated byorientation, shading, solar control and construction. N/A

411 ACCURACY OF ERECTION: Allowing for manufacturing and installationtolerances, the maximum permitted deviation in glass joint width is +/- _2__ mm.

421 SECURITY: All threaded assembly fixings and assembly support fixings must belocked or pinned at the completion of structural glazing to prevent rotation due tobuilding movement or unauthorised adjustment.

PRODUCTS

610 GLASS GENERALLY:


- To BS 952 and the relevant parts of BS EN 572, free from scratches, bubbles,cracks, rippling, dimples and other defects.

- Edges must be free from vents, shelling, and severe feathering. They must be flatground with a small arris, suitable for sealant jointing.

- Dimensional tolerances measured before any heat toughening/heat strengtheningare:Pane size: +/-1 mm of dimension required.Pane squareness: Not more than 3 mm difference in diagonal measurementwhen the diagonal is less than 4 m.Not more than 4 mm difference in diagonal measurement when the diagonal ismore than 4 m.Pane thickness: +/-0.2 mm for 6 mm glass.

+/-0.3 mm for 10/12 mm glass.+/-0.5 mm for 15 mm glass.+/-1.0 mm for 19 mm glass.

Hole positional tolerance: +/-1.0 mm from single datum point.Hole diameter tolerance: +/-1.0 mm

- Dimensional tolerances measured after any heat toughening/heat strengtheningare:Maximum bow: 0.2% of pane dimension.Mean roller wave: 0.05 mm peak to trough variation.

0.25 mm edge dip.

620 HEAT TOUGHENED GLASS:- To BS 6206, Class A.- All edgework and holes must be completed before toughening.- The toughening process must be horizontal to eliminate tong marks and minimise

dimensional inaccuracies.- All toughened glass must be subjected to a heat soaking test designed to remove

90% of nickel sulfide inclusions which may otherwise cause spontaneous breakagein situ.

630 LAMINATED GLASS:- Glass leaves must be heat toughened as clause 620, heat strengthened or

annealed, combined to retain integrity of the laminated pane in case of breakage.- Interlayers to glass leaves must be polyvinyl butyral (pvb) or cast in place resin.

They must be sealed at the perimeter to prevent deterioration due to water or glassjoint sealant.

FABRICATION AND INSTALLATION

710 WORKMANSHIP GENERALLY:- Fabricate and install structural glass assemblies in accordance with specified

requirements.- Fabricators and installers must employ competent structural glass assembly

operatives. Provide records of their experience to the CA on request.- Machine cut and drill all glass, assembly fixings and assembly supports in the

workshop.- Site drill or cut into structure only in approved locations.

730 STRUCTURAL GLAZING:- Set out glazing straight, parallel, and truly aligned in level and plane. Orientate

glass panes or units to ensure uniformity of appearance.- Protect all installation tools to reduce risk of damage to glass.- Isolate metal surfaces of assembly fixings from direct contact with glass.


- Tighten all assembly fixings/assembly support fixings to manufacturer'srecommended torque figures.

- Isolate dissimilar metal surfaces of assembly fixings/assembly supports to preventelectrolytic corrosion.

740 SEALED GLASS TO GLASS JOINTS:- Sealant: Silicone to BS 5889, type A or B, neutral curing where in contact or close

proximity to other products and finishes which may be adversely affected byacetoxy curing.Manufacturer and reference: _ TO MANUFACTURERS RECOMMENDATION ANDTO DESIGNERS APPROVAL________Colour: __CLEAR_______

- Application: As section Z22, unless specified otherwise in this section.

750 STRUCTURALLY SEALED GLASS TO GLASS JOINTS _________- Structural sealant: Silicone, one or two part, neutral curing.

Manufacturer and reference: _TO MANUFACTURERS RECOMMENDATION ANDTO DESIGNRS APPROVAL________Colour: _CLEAR________

- Compatible with all contact and close proximity products and finishes.- Application: As section Z22, unless specified otherwise in this section.

760 DOORS:- Set out and install with head, jamb and bottom clearances required by the

fittings/ironmongery manufacturer.- Carefully assemble and fix fittings/ironmongery using matching fastenings supplied

by the manufacturer.- At Practical Completion check, adjust and lubricate as necessary to ensure correct

functioning.


Schedule H



Z22 Sealants

1

1

Z22 SEALANTS


110 SEALANT TYPES: As specified in the relevant section.

120 SUITABILITY OF JOINTS: Before commencing, check that:– Joint dimensions are within limits specified for the sealant.– Surfaces are smooth and undamaged.– Preparatory work which must be done before assembly of the joint has been carried

out.Inform Construction Manager / Exhibition Designers if joints are not suitable to receivesealant and submit proposals for rectification.

130 PREPARING JOINTS:– Clean surfaces to which sealant must adhere using methods and materials recommended

by sealant manufacturer.– Remove all temporary coatings, tapes, loosely adhering material, dust, oil, grease and

other contaminants which may affect bond.– Keep joints clean and protect from damage until sealant is applied.– Backing strip, bond breaker, primer: Types recommended for the purpose by sealant

manufacturer.– Insert backing strips and/or bond breaker tape into joint leaving no gaps.– Cover adjacent surfaces with masking tape to prevent staining and protect surfaces

which would be difficult to clean if smeared with primer or sealant.

160 APPLYING SEALANTS:– Ensure that operatives observe manufacturer's and statutory requirements for storage

and safe usage of sealants.– Use equipment and methods recommended by sealant manufacturer and apply within the

recommended application life of primer and sealant, and the recommended air andsubstrate temperature ranges.

– Do not apply to damp surfaces (unless recommended otherwise), to surfaces affectedby ice or snow or during inclement weather. Do not heat joints to dry them or raise thetemperature.

– Fill joints completely, leaving no gaps, excluding all air and ensuring firm adhesion ofsealant to required joint surfaces. Tool the sealant to a neat, slightly concave profileunless specified otherwise.

_ Protect until cured.

_ N.B. All sealants used must be approved by the BNM conservation department._ Adequate time must be allowed for the testing of any sealants used.


Schedule H



Z31 Powder Coatings

1

Z31 POWDER COATINGS


110 POWDER COATING: This is invoked by reference in other sections

120 POWDER COATING MATERIALS are to be obtained from the following manufacturers.Trimite Ltd

210 WORKING PROCEDURES: Unless specified otherwise, comply with all relevantrequirements and recommendations of:

- BS 6496 for aluminium alloy backgrounds.- BS 6497 for galvanized steel backgrounds.- British Coatings Federation: Code of safe practice - Application of powder coatings by

electrostatic spraying.

220 APPLICATOR REQUIREMENTS:- Powder coatings must be applied by an applicator approved by the powder coating

manufacturer. Provide evidence of approval to the Construction manager/ExhibitionDesigners on request.

- Use only one plant of the applicator wherever practical.- Ensure that the applicator complies with all quality procedures, standards and tests

required by the powder coating manufacturer.- Ensure that the applicator issues a certificate to the Construction Manager / Exhibition

Designers on request and before delivery of work to site, confirming that coatings are inaccordance with this specification.

- Ensure that copies of the powder coating manufacturer's and/or applicator's guaranteesare issued to the Construction Manager on completion of work.

- 225 GUARANTEES:

- Submit sample copies of powder coating manufacturer and applicator guarantees to theExhibition Designer before commencement of powder coating.

- Submit signed, project specific powder coating manufacturer and applicator guaranteesto the Exhibition designer on completion of work.

310 PRETREATMENT:- All components to be powder coated are to be free from corrosion and damage, and

suitable for and compatible with the pretreatment and powder coating process.- Clean, conversion coat, condition, drain and dry all components in accordance with the

powder coating manufacturer's requirements and the pretreatment supplier'srecommendations.

430 EXTENT OF POWDER COATINGS:- Obtain approval of drawn proposals or schedules for component surfaces to receive

powder coatings.- All approved surfaces will be deemed 'significant surfaces' for relevant BS 6496/BS

6497, performance requirements.

440 APPEARANCE OF POWDER COATINGS:- The quality of finish must be consistent and in accordance with BS 6496/BS 6497, clause

10.2. A slight degree of 'orange peel' texture may be acceptable, subject to approval ofthe Construction Manager / Exhibition Designers and the powder coating manufacturer.

- The gloss level of finish must be consistent and when tested in accordance with BS6496/ BS 6497, clause 4.3 must be within the relevant range given in the powder coatingmanufacturer's literature.

450 ALUMINIUM ALLOY FABRICATIONS: Units may be assembled:- Before powder coating.- From components powder coated after cutting to size.- From components powder coated before cutting to size, subject to approval of the CA

and the powder coating manufacturer.Assembly of components resulting in exposure of background metal will not beacceptable.

460 STEEL FABRICATIONS: Wherever practical units must be assembled before powdercoating.

470 FIXINGS: All exposed metal fixings must be powder coated together with components, orcoated with matching repair paint system applied in accordance with the powder coatingmanufacturer's recommendations.

480 FABRICATION DAMAGE REPAIR/REPLACEMENT:- Check all components before delivery to site for powder coating damage. Report findings

and proposed method of repair or replacement to the Construction Manager and obtainapproval before commencing remedial work.

- Repair components with minor damage as soon as possible by cleaning, abrading andcoating with matching repair paint system applied in accordance with the powder coatingmanufacturer's recommendations.

- Replace components with major damage considered unacceptable for repair.- Stripping and recoating of components will only be acceptable by prior agreement of the

powder coating manufacturer. Stripping, pretreatment and powder coating are to be inaccordance with manufacturer's requirements.

- Over coating of components will not be acceptable.

510 PROTECTION:- All powder coated surfaces of components vulnerable to damage during handling and

installation, or by subsequent site operations, are to be fully protected throughout thecourse of these works.

- Protective coverings are to be resistant to all weathers, removable from areasinaccessible after installation, and partially removable and replaceable for access tofixing points during installation or subsequent site operations.

- Any protective tapes used in direct contact with powder coatings are to be low tack, selfadhesive type and light in colour. Their use for application to powder coatings must beapproved by the tape manufacturer. Apply and remove in accordance with the tapemanufacturer's requirements and the powder coating manufacturer's recommendations.

- Carry out monthly inspections of protective coverings and promptly repair anydeterioration or deficiency.

- Remove protective coverings only when instructed by the Construction Manager.

530 SITE DAMAGE REPAIR/REPLACEMENT:- Any damage to powder coatings caused during handling and installation, or by

subsequent site operations, is to be rectified immediately. Obtain approval beforecommencing extensive repairs or replacements.

- Repair components with minor damage by cleaning, abrading and coating with matchingrepair paint system applied in accordance with the powder coating manufacturer'srecommendations.

- Replace components with major damage considered unacceptable for repair.

540 MAINTENANCE: After removal of protective coverings, clean and maintain all powdercoated surfaces at regular intervals until Practical Completion. All maintenance is to be inaccordance with procedures detailed in the powder coating manufacturer's technicalliterature and the guarantee.


Schedule H



M60 Painting/Clear Finishing

1

1

M60 PAINTING/CLEAR FINISHING

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS, JJA /DRAWINGS, SCHEDULES AND SCOPE OF WORKS

COATING SYSTEMS

110.1 CLEAR INTUMESCENT VARNISH TO JONERY ELEMENTS OUTSIDE OF DISPLAY CASES

- Manufacturer: Bolloms- Surface(s): All new finished joinery elements including carcassing and veneers

OUTSIDE of the protected environment of display cases.- Preparation: Refer to clauses 400, 481- Initial coat(s): Sprayed as per manufacturers recommendations- Finishing coats: Sprayed as per manufacturers recommendations- Colour: To be clear semi-matt

110.2 WATER BASED SEALING TO JOINERY ELEMENTS WITHIN DISPLAY CASES

- Manufacturer: Trimite Ltd- Surface(s): All new joinery elements WITHIN the protected environment of display

cases whether they are of finished timber, ZF grade Medium Density Fibreboard,veneered, or to be painted with a pigmented water based paint – Refer to clause 110.3

- Preparation: Refer to clauses 400, 481- Initial coat: 1No. coat of “Dacrylate” clear acrylic glaze sprayed as per the

manufacturers recommendations- Finishing coats: 2No. coats of “Dacrylate” clear acrylic glaze sprayed as per the

manufacturers recommendations- Colour: To be clear semi-gloss- N.B. May require to be sanded between coats.-

110.3 EMULSION PAINT TO JOINERY ELEMENTS WITHIN DISPLAY CASES

-Manufacturer: Dulux ICI Paints Malaysia Sdn. Bhd.Tel : 06-799 4200

- Surface(s): “Dacrylate” clear acrylic glaze – Refer to clause 110.2Preparation: To be sanded to provide a key – Refer to clause 110.2, 400, 420, 425, 430 &440

- Initial coat(s): 1No. coat of Matt Emulsion sprayed as per the manufacturersrecommendations

- Finishing coats: 2No. coats of Matt Emulsion sprayed as per the manufacturersrecommendations

- Colour: Refer to Scope of Works and drawings. Some to be advised.

110.4 PIGMENTED ACID-CATALYST LACQUER TO EXTERIOR OF CASES Paint for small areas of general making good work shall match the existing to the approval

of the Exhibition Designers and shall generally comprise the number of coats required toprovide an even overall finish.

- Manufacturer: Trimite Ltd, or similar approved

- Surface(s): ZF Grade Medium Density Fibreboard- Preparation: As clauses 400, 420, 425, 430 & 481

2

- Initial coat(s): Sprayed in accordance with the manufacturers recommendations- Finishing coats: Semi-matt, sprayed in accordance with the manufacturers

recommendations- Colour: : Refer to Scope of Works and drawings. Some to be advised.

110.5 EGGSHELL/SATIN PAINT FINISH

-Manufacturer: Dulux ICI Paints Malaysia Sdn. Bhd.Tel : 06-799 4200

- Surface(s): S/wood skirtings, doors and internal exposed s/wood elements as identifiedon drawingsPreparation: as clauses 400 481 471

- Initial coat(s): To manufacturer’s recommendations- Finishing coats: To manufacturer’s recommendations Colours: See finishes schedule

110.6 EMULSION TO INTERNAL PLASTERED SURFACES-Manufacturer: -Manufacturer: Dulux ICI Paints Malaysia Sdn. Bhd.Tel : 06-799 4200

- Surface(s): Walls and Ceilings Preparation: as clauses 400 580 590

Initial coat(s): To manufacturer’s recommendations- Finishing coats: To manufacturer’s recommendations Colours: See finishes schedule

110.7 PAINT TO EXPOSED A/C DUCTWORK/GRILLES

--Manufacturer: Dulux ICI Paints Malaysia Sdn. Bhd.Tel : 06-799 4200

- Surface(s): TBC Preparation: As clauses 400 490 500 511 521 541 522

Initial coat(s): To manufacturer’s recommendations- Finishing coats: To manufacturer’s recommendations Colours: See finishes schedule

GENERALLY 210 COATING MATERIALS to be obtained from one only of the following manufacturers

unless specified otherwise. Inform the Constructon Manager of selected manufacturerbefore commencement of any coating work.

DULUXICI Paints Malaysia Sdn. Bhd.Tel : 06-799 4200

215 HANDLING AND STORAGE: - Coating materials must be delivered in sealed containers, each clearly labelled with the

brand name, type of material and manufacturer's batch number. - Wherever possible materials must be from one manufacturing batch. Inform the

Construction Manager if materials from more than one batch are to be used, storeseparately and allocate to distinct parts or areas of the work.

3

- Store materials in accordance with manufacturer's recommendations. Use in order ofdelivery and before expiry of any shelf life date.

280 PROTECTION: - Adequately protect internal and external surfaces, fixtures and fittings which are not to

be coated, by covering with dust sheets, masking or other suitable materials. - Exhibit 'Wet paint' signs and provide barriers where necessary to protect other

operatives and the general public, and to prevent damage to freshly applied coatings. PREPARATION 400 PREPARATION GENERALLY: - To BS 6150, Section 4. - Materials used in preparation must be types recommended by their manufacturers and the

coating manufacturer for the situation and surfaces being prepared. - Prevent or control exposure of operatives to dust, vapour and fumes exceeding

occupational exposure standards set in the current Health and Safety Executive (HSE)document EH40.

- Substrates must be sufficiently dry in depth to suit the coating to be applied. - Remove efflorescence salts from surfaces. Repeat removal if efflorescence recurs. - Clean off dirt, grease and oil from surfaces. If contamination of surfaces/substrates has

occurred, obtain instructions before proceeding. - Smooth surface irregularities. Fill joints, cracks, holes and other depressions with

stoppers/fillers worked well in and finished off flush with surface. Abrade to a smoothfinish.

- Apply oil based stoppers/fillers after priming. Apply water based stoppers/fillers beforepriming unless recommended otherwise by manufacturer. Patch prime water basedstoppers/fillers when applied after priming.

- Remove dust and particles from dry abrasive preparation of surfaces. - Remove residues from wet preparation of surfaces by rinsing with clean water, wiping

and allowing to dry. - Ensure that doors, opening windows, etc, are 'eased' as necessary before coating.

Prime any resulting bare areas. 420 FIXTURES: Before commencing work, carefully take down and set aside all fixtures and

fittings liable to be affected for refitting 425 IRONMONGERY: Remove from surfaces to be coated and refix on completion. Hinges to

be removed as necessary and re-fixed after. 440 PREVIOUSLY COATED SURFACES GENERALLY: - Prepare in accordance with BS 6150, Section 6. - When removing or partially removing coatings, use methods which will not damage the

substrate or adjacent surfaces or adversely affect subsequent coatings. - Carefully remove all loose, flaking or otherwise defective areas to a firm edge. - Completely remove alkali affected coatings. - Where coatings are suspected of containing lead, obtain instructions before proceeding. - Where substrates containing asbestos are revealed, obtain instructions before

proceeding. - Where significant rot, corrosion or other degradation of substrates is revealed, obtain

instructions before proceeding. - Thoroughly clean retained coatings with appropriate detergent solutions or solvents to

remove all dirt, grease and contaminants. Abrade gloss coated surfaces when still wet toprovide a key.

- Apply additional preparatory coats to areas of partial removal to restore original coatingthicknesses. Abrade junctions to give a flush surface.

4

- Where coatings are completely removed, prepare surfaces as specified for uncoatedsurfaces.

461 PREVIOUSLY COATED TIMBER: - Remove any degraded or weathered surface timber by abrading. - Ensure that repairs to degraded substrate timber have been carried out with sound timber

of the same species. - Apply two coats of knotting to exposed resinous areas and knots and allow to dry. 471 PREPRIMED TIMBER: Abrade chalking, powdery and other defective primer back to bare

timber, remove dust and reprime resulting bare areas. 481 UNCOATED TIMBER: - Abrade to a smooth, even finish with arrises and moulding edges lightly rounded or

eased. - Ensure that heads of fasteners are countersunk sufficiently to hold stoppers/fillers. - Apply two coats of knotting to resinous areas and knots and allow to dry if timber is in a

concealed location. 490 PREVIOUSLY COATED STEEL: - Abrade corrosion and loose scale back to bare metal. - Treat any residual rust with a proprietary removal solution. Prime as soon as possible. 500 PREPRIMED STEEL: Abrade defective primer, corrosion and loose scale back to bare

metal, remove dust and reprime resulting bare areas. 511 GALVANIZED, SHERARDIZED AND ELECTROPLATED STEEL to receive lead free primer:

Pre treat with 'T wash'/mordant solution to achieve blackening of the whole surface orapply pretreatment etching primer where recommended by the coating systemmanufacturer.

622 TREATMENT OF ORGANIC GROWTHS: - Remove all loose growths and infected coatings/ decorations. - Apply appropriate biocidal solution to growth areas and surrounding surfaces. - Scrape or brush off all dead growth. Remove infected materials immediately to ensure

that no other areas become infected. - Apply appropriate residual effect biocidal solution to inhibit re-establishment of growths. - Biocides must be approved and registered by the Health and Safety Executive (HSE) and

listed in the current 'Reference Book 500', Part B, as surface biocides. APPLICATION 700 UNSUITABLE CONDITIONS: - Take all necessary precautions including restrictions on working hours, providing

temporary protection and allowing extra drying time, to ensure that coatings are notadversely affected by climatic conditions during and after application.

- Prevent or control exposure of operatives to solvent vapour levels exceedingoccupational exposure standards set in the current Health and Safety Executive (HSE)document EH40.

- Unless it is specifically permitted by the coating manufacturer, do not apply coatings: - To surfaces affect by moisture, frost or airborne dust. - When the air or substrate temperature is below 5degC. - When the relative humidity is above 80%. - When heat is likely to cause blistering or wrinkling. 711 COATING GENERALLY:

5

- To BS 6150, Section 5. - Do not use materials which show any bittiness or other defects when applied. Do not

thin or intermix unless specified or recommended otherwise. - Apply priming coats as soon as possible on the same day as preparation is completed.

They must be of adequate thickness and suit surface porosity. - Apply coatings by brush unless otherwise specified or approved. - Keep brushes and equipment in a clean condition. Dispose safely of cleaning and waste

materials, do not pour into sanitary appliances or drains. - Subsequent coats of the same pigmented material must be of a different tint to ensure

that each coat provides complete coverage. - Apply coatings to clean, dry surfaces in accordance with the manufacturer's

recommended intervals between coats. - Apply coatings evenly to give a smooth finish of uniform colour, free from brush marks,

sags, runs and other defects. Cut in neatly and cleanly. Do not splash or mark adjacentsurfaces.

- Adequately protect drying and completed work from damage. 730 CONCEALED JOINERY SURFACES: Where one or more additional coats are specified to

be applied in the factory, they must be applied to all surfaces, including those which willbe concealed when components are fixed in place.

751 STAINING TIMBER: - Apply primer where recommended by the stain manufacturer. - Apply stain in flowing coats. Brush out excess stain before set to produce uniform depth

of colour. 760 VARNISHING: Thin first coat with white spirit in accordance with manufacturer's

recommendations. Brush well in avoiding aeration and lay off. Apply further coats ofvarnish, rubbing down lightly between coats along the grain.

820 COMPLETION: Ensure that opening lights and other moving parts move freely. Remove all

masking tape and temporary coverings.

- N.B. All paints used must be approved by the BNM conservation department.- Adequate time must be allowed for the testing of any paints used.


Schedule H



H51 Natural Stone Slab Cladding/Lining Features

1

H51

H51 NATURAL STONE SLAB CLADDING/LINING/FEATURES

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS,JJA DRAWINGS, SCHEDULES AND SCOPE OF WORKS.

TYPES OF CLADDING

110.1 CLADDING TO _EXHIBIT R3 (AND SIMILAR EXHIBITS)_____- Drawing references: _GR3 GR3-1 gr3-2_____.- Support structure/background: METAL AS Z11- Stone:

- Name (traditional): BLACK GALAXY- Petrological family: _GRANITE_____.- Colour: _BLACK_____.- Origin: _SE ASIA_____.- Finish: _POLISHED_____.- Supplier: _TBC_____.- Quality: Free from vents, cracks, fissures, discolouration, or other defects

deleterious to strength, durability or appearance. Before delivery to site, seasonthoroughly, dress and work in accordance with shop drawings prepared bysupplier.

- Thickness: _TO BS 8298_____.- Fixings: As determined by clause 230 ______.- Joints:

- Type: _TO BE DETERMINED BY FABRICATOR TO DESIGNERSAPPROVAL_____.

- Bond pattern: _TBC_____.- Width (nominal): _3MM_____ mm.- Profile: FLUSH______.

- Cavity width (nominal): ______ mm.- Air gap: _N/A_____ mm.

- Cavity barriers: _N/A_____.- Thermal insulation: ___N/A___.- Vapour control layer/waterproofing: _N/A_____.- Accessories/Other requirements:- WORKED TO INCORPORATE SHOWCASE TO TOP FACE WITH ACCESS

PANEL______.

110.2 CLADDING TO _EXHIBIT CG1A- Drawing references: _CG1A CG1A-1- Support structure/background: METAL AS Z11- Stone:

- Name (traditional): GREY TBC- Petrological family: _GRANITE_____.- Colour: _GREY_____.- Origin: _SE ASIA_____.- Finish: _HONED TBC_____.- Supplier: _TBC_____.- Quality: Free from vents, cracks, fissures, discolouration, or other defects



H51 Natural stone slab cladding/lining/features (continued) H51



- Cavity width (nominal): _ N/A _____ mm.- Air gap: _N/A_____ mm.

- Cavity barriers: _N/A_____.- Thermal insulation: ___N/A___.- Vapour control layer/waterproofing: _N/A_____.- Accessories/Other requirements:- WORKED TO INCORPORATE 1500x1170mm SANDBLAST LOGO TO FRONT

FACE• NOTE Contractor to allow for 300x300 sample to show base stone with honed

finish and inscribed/etched logo in polished finish and 300x300 sample to illustratebase stone in polished finish and inscribed logo in honed finish, to clients approval

110.3 CLADDING TO _EXHIBIT NG1A – ENTRANCE WALL- Drawing references: _NG1A- Support structure/background: METAL AS Z11/ PARTITION P10- Stone:

- Name (traditional): CHINA BLACK- Petrological family: _GRANITE_____.- Colour: _BLACK- Origin: _SE ASIA_____.- Finish: _POLISHED- Supplier: _TBC_____.- Quality: Free from vents, cracks, fissures, discolouration, or other defects





- Cavity width (nominal): _ N/A _____ mm.- Air gap: _N/A_____ mm.

- Cavity barriers: _N/A_____.- Thermal insulation: ___N/A___.- Vapour control layer/waterproofing: _N/A_____.- Accessories/Other requirements:- WORKED TO INCORPORATE PART CURVED SECTION (SEE DRAWING)

110.4 CLADDING TO _MUSEUM CAFÉ COUNTERTOP- Drawing references: _ G-GCF-1 GCF-2 G13- Support structure/background: METAL AS Z11/TIMBER AS G20/Z10- Stone:

- Name (traditional): BLACK GALAXY- Petrological family: _GRANITE_____.- Colour: _BLACK_____.- Origin: _SE ASIA_____.


- Finish: _POLISHED_____.- Supplier: _TBC_____.- Quality: Free from vents, cracks, fissures, discolouration, or other defects





- Cavity width (nominal): ______ mm.- Air gap: _N/A_____ mm.

- Cavity barriers: _N/A_____.- Thermal insulation: ___N/A___.- Vapour control layer/waterproofing: _N/A_____.- Accessories/Other requirements:- PANEL______.

GENERAL REQUIREMENTS/PREPARATORY WORK

210 DESIGN- Cladding: Complete detailed design.

- Standard: To BS 8298.- Related works: Coordinate in detailed design.

230 FIXINGS- Standard: To BS 8298, clauses 2.3 and 3.10.- Designer/Supplier: ______.- Type: _SECRETLY FIXED_____.- Material: ___ST/STEEL TO BS EN 10088___.- Dimensions: Not less than recommended by manufacturers.- Extent of adjustment: To accommodate support structure/background and cladding

fabrication/installation tolerances.- Method of fixing to backing wall: TO MANFACTURERS

RECOMMENDATION______.

DESIGN/PERFORMANCE REQUIREMENTS

306 INTEGRITY OF CLADDING- Requirement: Determine sizes and thickness of slabs/panels, size, number and

spacing of fixings, configuration and location of support systems and incorporationof accessories to ensure the cladding system, will resist factored dead, imposedand design live loads, and accommodate deflections and thermal movementswithout damage.

- Wind loads: Calculate to BS 6399-2 appropriate to location, exposure, height,building shape and size, taking account of existing and known future adjacentstructures.

- Impact loads: To BS 8200:- Location and category: _SEE ABOVE_____.

- Temporary imposed loads: _N/A_____.


315 INTEGRITY OF LINING- Requirement: Determine sizes and thickness of slabs/panels, size, number and

spacing of fixings, configuration and location of support systems and incorporationof accessories to ensure the lining will resist factored dead, imposed and design liveloads, and accommodate deflections and thermal movements without damage.

330 ACCURACY OF ERECTION- Elevation joint widths: Within joint lengths, including in-line continuations across

tranverse joints, as follows:- Tolerance: Greatest width not to exceed least width by more than _10%_.- Variations: Evenly distribute, with no sudden changes.

- Offset in elevation: Between nominally in-line edges across transverse joints not toexceed ___10___ % width of joint.

- Offset in plan or section: Between flat faces or adjacent panels across joints not toexceed _10_____ % width of joint.

- Sealant joints width limitations: To recommendations of sealant manufacturer.- Finished work: Square, regular, true to line and plane with satisfactory fit at

junctions.

FABRICATION AND INSTALLATION

510 GENERALLY- Location of joints : Joints must occur only at positions indicated on final detailed

drawings.- Electrolytic corrosion: Isolate dissimilar metals.- Prefabrication: Machine cut and drill all products in workshop wherever possible.- Identification: Mark or tag all products. Do not mark surfaces visible in the complete

installation.- Natural bed: Indicate on a non exposed surface of each stone.

520 CUTTING OF STONE- Standard: To BS 8298 for production generally, including permissible deviations.- Bedding: Appropriate to position.- Oversize stones: Leave selected stone units oversize, to accommodate deviations

within building structure. Cut to precise dimensions taken on site.- Selected units: Clearly identify on shop drawings.

525 CUTTING OF STONE- Standard: To BS 8298 for production generally.- Bedding: Appropriate to position.- Permissible deviations:

- Dimension Deviation- Height ± __2____ mm.- Width ± __2___ mm.- Diagonal lesser of 0.5% or ± __5____ mm.- Thickness ± ___3___ mm.- Kerf width ± ___1.5___ mm.- Kerf position ± ___1.5___ mm.- Hole position on face ± ___6___ mm.- Undercut anchor on rear ± ___TBC___ mm.

- Oversize stones: Leave selected stone units oversize, to accommodate deviationswithin building structure. Cut to precise dimensions taken on site.- Selected units: Clearly identify on shop drawings.

550 INSTALLATION OF INTERFACES- General: Locate flashings, closers etc. correctly with neat overlaps to cladding to

form weatherproof junctions.


580 FIXING- Torque figures and shim dimensions: Do not exceed fixing manufacturer's

recommendations.- Grouting: Secure fixings in place in cladding and support structure/background with

cement:sand, epoxy or modified polymer mix, as recommended by the stonesupplier.

- External cladding: Do not use mortar spacer dabs. Keep cavity clear of debris.- Give notice: Before covering up loadbearing fixings.- Give notice: Before proceeding with next course on completing _N/A_____.

595 CEMENT:SAND MORTAR JOINTING- General: As section Z21.- Mix: Cement:sand _1-4_____.- Preparation: Wet stones thoroughly.- Laying: Fully butter vertical joints. Lay stones on a full bed. Do not allow mortar to

fall into cavity. Finish joints as work proceeds.- Wood or plastic spacers: As soon as mortar has set, remove and make good to

match.

610 SEALANT JOINTING- Sealant: _TO MANUFACTURERS RECOMMENDATION_____.

- Manufacturer: ______.- Product reference: ______.- Colour: ______.- Application: As section Z22.

630 SEALANT MOVEMENT/OTHER JOINTS- Sealant: __ TO MANUFACTURERS RECOMMENDATION ____.

- Manufacturer: ______.- Product reference: ______.- Colour: ______.- Application: As section Z22.

- Joint widths: Where not specified, to be as small as practicable. Allow for shrinkage,thermal and other movements in structure and cladding.

640 COMPLETION- Cleaning: Thoroughly clean stonework face. Remove dust, dirt, marks, stains and

mortar droppings.


Schedule H



K40 Demountable Suspended Ceilings

1

K40 DEMOUNTABLE SUSPENDED CEILINGS


10 SUSPENDED CEILINGS ______.- Manufacturer: _Armstrong Ceilings_____.

- Product reference: __TBC____.- Structural soffits: __Concrete floor slab____.- Suspension system: Provide hangers, fixings, primary supports, main runners, cross

members, perimeter trims, splines, noggings, clips, bracing, bridging etc., which arenecessary to complete the installation.- Type: _To manufacturers recommendations_____.- Perimeter trims: _TBC_____.

- Ceiling materials: TBC______.- Sizes: _600_____ mm.

- Other requirements: __TO ACHIEVE NCR 50 ACOUSTIC PERFORMANCE____.

30 CONDITIONS- Installation of ceiling material: After building is weathertight, wet trades have finished

and services are complete above ceiling level.- Temperature and humidity: Maintain at levels similar to those which will prevail after

building is occupied.

40 WORKMANSHIP GENERALLY- Fixing: Secure. In accordance with manufacturers’ recommendations and BS 8290-3.

Provide additional bracing and stiffening as necessary to give a stable ceiling system.- Setting out: Accurate. Provide level soffits free from undulations and lipping.- Lines and joints: Straight and parallel to walls.- Edge infill units size (minimum): Half standard width or length.- Grid: Position to suit infill unit sizes. Allow for permitted deviations from nominal sizes.

50 WIRE HANGERS- General: Straighten before use.- Installation: Install vertical without bends or kinks. Do not allow hangers to press

against fittings.- Fixing: Tie securely at top and bottom with tight bends to loops to prevent vertical

movement.

55 INSULATION- Fitting: Fit accurately and firmly with no gaps.- Insulation within individual infill units: Secure to prevent displacement when infill units

are installed or subsequently lifted. Reseal cut dustproof sleeving.- Services: Do not cover electrical cables not sized accordingly. Cut around electrical

fittings.

75 ELECTRICAL CONTINUITY AND EARTH BONDING- Substantial conductive parts of the ceiling system: Electrically continuous and fully

earth bonded to BS 7671.

- Sequence: Complete earth bonding as soon as possible after completion of eachindependent area of suspension system.


Schedule H



K21 Timber Strip/Board Fine Flooring/Linings

1

K21 TIMBER STRIP/BOARD FINE FLOORING/LININGS

To be read with Preliminaries/General Conditions.

TYPE(S) OF FLOORING/LINING

111 TIMBER FLOATING FLOOR TO THIRD FLOOR ART GALLERY ANDNUMISMATIC 1 GALLERY (PART)

- Base: _ Concrete floor slabPreparation: _ To manufacturer’s recommendation

- Resilient layer: __sub floor WBP plywood with 1.8mm cork layer or similar tomanufacturers recommendations

- Vapour control layer: _500 gauge polyurethane sheet laid as clause 310.- Strips/boards: Free from decay, through splits and insect attack (including ambrosia

beetle damage, unless permitted in the class/grade specified). Planed all round.Species: _Tasmanian OakAppearance class/Grade: __To BSEN942 class J2Finished face width: 100 ___ mm.Finished thickness: 18-25___ mm.Edges: , tongue and grooved on four sides, side and end matched.Moisture content at time of fixing: To manufacturers reccommendations

- Method of joining strips/boards: _tongue and grooved- Finish: 7 layers of UV hardening lacquer finish applied in factory.- Accessories: St/steel threshold strips_at centres to be determined by manufacturer- Other requirements: Laid at random lengths to 1200mm minimum

GENERALLY/PREPARATION

210 WORKMANSHIP GENERALLY:- Keep strips/boards dry and do not fix to timber supports which have a moisture

content greater than 14%.- Methods of fixing and fasteners to be as section Z20 unless specified otherwise.- Protect from dirt, stains and damage until Practical Completion using suitable

coverings and boards laid as the work proceeds.

220 ENVIRONMENT:- Do not start work specified in this section before building is weathertight, wet trades

have finished their work and the building is well dried out.- Before, during and after laying, temperature and humidity must be maintained at

levels approximating to those which will prevail after building is occupied.

260 MOISTURE CONTENT OF BASE: Where flooring is to be laid on a new concrete orscreed base:

- Ensure that drying aids have been turned off for not less than 4 days, then- Test for moisture content using an accurately calibrated hygrometer in accordance

with BS 8201, Appendix A.- Take readings in all corners, along edges, and at various points over the area being

tested.- Do not lay flooring until all readings show 75% relative humidity or less.

FIXING/FINISHING

310 INSTALL VAPOUR CONTROL LAYER to flooring immediately below thestrips/boards. Unless recommended otherwise by flooring manufacturer/supplier,overlap any joints by not less than 150 mm and seal with vapour resistant tape.

- Turn membrane up by a minimum of 100 mm around perimeter of flooring andaround any upstands. Trim off any excess material neatly after skirtings/coverbeads have been fixed.

- Ensure membrane is clean, dry and free from punctures and tears before layingstrips/boards.

325 FLOORING BATTENS:- Free from decay, insect attack (except ambrosia beetle damage) and with no knots

wider than half the width of the section.- Preservative treatment: As section Z12 and British Wood Preserving and Damp-

proofing Association Commodity Specification C8.Type/desired service life: To manufacturers recommendation

- Moisture content at time of laying: 12-14%.

330 FIXING BATTENS: Space evenly and securely fix, packing or adjusting asnecessary to give a true level finished surface.

335 TREATED TIMBER: Treat surfaces exposed by minor cutting and drilling with twoflood coats of a solution recommended for the purpose by main treatment solutionmanufacturer.

340 ACCESS PANELS: Agree size and position with CA before strips/boards are fixed.Provide additional noggings/dwangs, battens, etc. as necessary

350 FIXING STRIPS/BOARDS:- Fix each strip/board securely to give flat, true surfaces free from undulations, splits,

hammer marks, scratches and protruding fastenings.- Allow for movement of timber when positioning strips/boards and fastenings to

prevent cupping, springing, opening of joints or other defects.- Heading joints, where permitted, to be end matched, tightly butted and, where

applicable positioned centrally over supports. Distribute joints across the flooring toachieve a random effect.

- Unless otherwise instructed, surface nail first and last ___ rows of strips/boards.Punch nail heads below surface and stop with filler recommended by flooringmanufacturer/ supplier.

360 EXPANSION:- Provide a minimum wide gap to manufacturers recomendation at flooring edges

running parallel to the lie of the strips/boards, and a gap at least 10 mm wide ateach end of flooring. Remove any spacer blocks and debris before fixingskirtings/cover fillets.

- Form intermediate expansion/movement joints as recommended by flooringmanufacturer/supplier.

370 FINISHING FLOORING:- Punch any exposed nail heads below surface and fill with stopping to match timber.- Sand strip/board flooring with an electric surfacing machine to give a clean, smooth

and flush surface free from score marks.- Apply 3_ coat(s) of, water-borne polyurethane lacquer

clear Ultra-Matt finish. Primed as recommended by manufacturer


Schedule H



M40 Stone/Concrete/Quarry/Ceramic Tiling/Mosaic

1

M40 STONE/CONCRETE/QUARRY/CERAMIC TILING/MOSAIC

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS,JJA DRAWINGS, SCHEDULES AND SCOPE OF WORKS.

TYPES OF TILING/MOSAIC

110 TILING TO _SHOP- Drawing references: __G3- Tiles: __600 x600 _Compressed Quartz_Floor Tiles

- Manufacturer/Supplier: See finishes schedule- Product reference: See finishes schedule- Colour: __ See finishes schedule- Finish: _ See finishes schedule- Size: ___ See finishes schedule.- Thickness: _12_ mm.

- Background/Base: _To manufacturers recommendation- Preparation: _ To manufacturers recommendation_

- Intermediate substrate: _ To manufacturers recommendation.- Bedding: _ To manufacturers recommendation_

- Reinforcement: _ To manufacturers recommendation- Adhesive: _ To manufacturers recommendation.

- Joint width: _3-5_ mm.- Grout: __TBC.- Movement joints: _ To manufacturers recommendation- Accessories: _TBC

110.1 TILING TO _Café Servery area- Drawing references: __G3.- Tiles: __300 x600 _homogeneous Floor Tiles

- Manufacturer/Supplier: See finishes schedule.- Product reference: See finishes schedule- Colour: __ See finishes schedule- Finish: _ See finishes schedule _- Size: ___ See finishes schedule- Thickness: _TBC mm.

- Background/Base: _To manufacturers recommendation_- Preparation: To manufacturers recommendation

- Intermediate substrate: To manufacturers recommendation- Bedding: To manufacturers recommendation

- Reinforcement To manufacturers recommendation- Adhesive: To manufacturers recommendation

- Joint width: _3-5_ mm.- Grout: __TBC- Movement joints: _ To manufacturers recommendation_- Accessories: _TBC

110.2 TILING TO _Café Dining area- Drawing references: __G3.- Tiles: __600 x600 _Compressed Quartz_Floor Tiles -

Manufacturer/Supplier: See finishes schedule.- Product reference: See finishes schedule- Colour: __ See finishes schedule- Finish: _ See finishes schedule _- Size: ___ See finishes schedule- Thickness: _12 mm.

- Background/Base: _To manufacturers recommendation_

- Preparation: To manufacturers recommendation- Intermediate substrate: To manufacturers recommendation- Bedding: To manufacturers recommendation



110.3 TILING TO _Corporate Gallery (Part)- Drawing references: __F3- Tiles: __600 x600 _Compressed Quartz_Floor Tiles






110.4 TILING TO _Corporate Gallery (Part)- Drawing references: __F3- Tiles: __600 x600 _Granite with sealer






110.5 TILING TO _Economic and Monetary Gallery- Drawing references: __F3- Tiles: __600 x600 _Compressed Quartz_Floor Tiles

- Manufacturer/Supplier: See finishes schedule- Product reference: See finishes schedule- Colour: __ See finishes schedule- Finish: _ See finishes schedule

- Size: ___ See finishes schedule.- Thickness: _12_ mm.





110.6 TILING TO _IBF Galley- Drawing references: __F3- Tiles: __600 x600 _Granite (polished)





- Joint width: _3-5_ mm.- Grout: __TBC.- Movement joints: _ To manufacturers recommendation- Accessories: _hairline st/steel inlays to detail

110.7 TILING TO _Entrance of Numismatic 1 Gallery and Numismatic 2 Entrance Display- Drawing references: __S3- Tiles: __Reconstituted Stone Tiles

- Manufacturer/Supplier: See finishes schedule- Product reference: Stone Italia- Colour: __ to match architects- Finish: _ to match architects- Size: to match architects -

Thickness: _TBC_ mm.- Background/Base: _To manufacturers recommendation

- Preparation: _ To manufacturers recommendation_- Intermediate substrate: _ To manufacturers recommendation.- Bedding: _ To manufacturers recommendation_


- Joint width: _3-5_ mm.- Grout: __TBC.- Movement joints: _ To manufacturers recommendation- Accessories: TBC

110.8 TILING TO _Numismatic Gallery (part)- Drawing references: __F3- Tiles: __600 x600 _Granite

- Manufacturer/Supplier: See finishes schedule

- Product reference: See finishes schedule- Colour: __ See finishes schedule- Finish: _ See finishes schedule- Size: ___ See finishes schedule.- Thickness: _TBC mm.




- Joint width: _3-5_ mm.- Grout: __TBC.- Movement joints: _ To manufacturers recommendation- Accessories: _TBC-

110.9 TILING TO _Numismatic 2 gallery and Second Floor Temp Gallery- Drawing references: __F3.- Tiles: __300 x600 _homogeneous Floor Tiles

- Manufacturer/Supplier: See finishes schedule.- Product reference: See finishes schedule- Colour: __ See finishes schedule- Finish: _ See finishes schedule _- Size: ___ See finishes schedule- Thickness: _TBC mm.

- Background/Base: _To manufacturers recommendation_- Preparation: To manufacturers recommendation

- Intermediate substrate: To manufacturers recommendation- Bedding: To manufacturers recommendation



GENERALLY

210 SUITABILITY OF BACKGROUNDS/BASES- Background/base tolerances: To permit specified flatness/regularity of finished

surfaces given the permissable minimum and maximum thickness of bedding.- New background drying times (minimum):

- Concrete walls: 6 weeks.- Brick/block walls: 6 weeks.- Rendering: 2 weeks.- Gypsum plaster: 4 weeks.

- New base drying times (minimum):- Concrete slabs: 6 weeks.- Cement:sand screeds: 3 weeks.

215 FALLS IN BASES- General: Give notice if falls are inadequate.

PREPARATION

310 EXISTING BACKGROUNDS/BASES GENERALLY- Efflorescence, laitance, dirt and other loose material: Remove.- Deposits of oil, grease and other materials incompatible with the bedding: Remove.- Tile, paint and other nonporous surfaces: Clean.- Wet backgrounds: Dry before tiling.

320 EXISTING CONCRETE/SCREEDS- Loose or hollow portions: Cut out.- Making good: ______.

330 EXISTING PLASTER- Plaster which is loose, soft, friable, badly cracked of affected by efflorescence:

Remove. Cut back to straight horizontal and vertical edges.- Making good: Use plaster or nonshrinking filler.

340 EXISTING GLAZED BRICK- Defective areas: Cut out.- Making good: ______.

350 EXISTING TILES- Loose or hollow sounding tiles: Remove.- Making good: ______.

360 EXISTING PAINT- Paint with unsatisfactory adhesion: Remove so as not to impair bedding adhesion.

370 NEW IN SITU CONCRETE- Mould oil, surface retarders and other materials incompatible with bedding:

Remove.

380 NEW PLASTER- Plaster: Dry, solidly bedded, free from dust and friable matter.- Plaster primer: Apply if recommended by adhesive manufacturer.

390 PLASTERBOARD BACKGROUNDS- Boards: Dry, securely fixed and rigid with no protruding fixings and face to receive

decorative finish exposed.

450 PREPARING CONCRETE BASES FOR UNBONDED BEDDING - WITHOUTSEPARATING LAYER

- Surface finish: Smooth.- Surface preparation: Before laying mortar bed, dampen lightly.

451 PREPARING CONCRETE BASES FOR UNBONDED BEDDING- Separating layer: ______.

- Lap at joints: 100 mm.

460 SMOOTHING UNDERLAYMENT- Type: Recommended by adhesive manufacturer.- Condition: Allow to dry before tiling.

470 INTERMEDIATE SUBSTRATE- Drawing references: ______.- Substrate: ______.

- Manufacturer: ______.- Product reference: ______.- Thickness: ______mm.

- Fixing system: ______.- Manufacturer: ______.- Product reference: ______.- Application: ______.

Substrate surface: Secure, true and even.- Joints: Close butt.

- Treatment: ______.- Penetrations: Seal.- Accessories: ______.

FIXING

510 FIXING GENERALLY- Colour/shade: Unintended variations within tiles for use in each area/room are not

permitted.- Variegated tiles: Mix thoroughly.

- Adhesive: Compatible with background/base. Prime if recommended by adhesivemanufacturer.

- Cut tiles: Neat and accurate.- Fixing: Provide adhesion over entire background/base and tile backs.- Final appearance: Before bedding material sets, make adjustments necessary to

give true, regular appearance to tiles and joints when viewed under final lightingconditions.

- Surplus bedding material: Clean from joints and face of tiles without disturbing tiles.

530 SETTING OUT- Joints: True to line, continuous and without steps.

- Joints on walls: Horizontal, vertical and aligned round corners.- Joints in floors: Parallel to the main axis of the space or specified features.

- Cut tiles: Minimise number, maximise size and locate unobtrusively.- Joints in adjoining floors and walls: Align- Joints in adjoining floors and skirtings: Align.- Movement joints: If locations are not indicated, submit proposals.- Setting out of ______: Drawing references: ______.- Setting out of _All Floor tiles _____: Submit proposals.

550 FLATNESS/REGULARITY OF TILING- Sudden irregularities: Not permitted.- Deviation of surface: Measure from underside of a 2 m straightedge with 3 mm thick

feet at each end, placed anywhere on surface. The straightedge should not beobstructed by the tiles and no gap should be greater than 6 mm.

560 LEVEL OF TILING ACROSS JOINTS- Deviation (maximum) between tile surfaces either side of any type of joint:

- 1 mm for joints less than 6 mm wide.- 2 mm for joints 6 mm or greater in width.

570 MORTAR BEDDING- Bedding mix:

- Cement: Portland to BS EN 197-1 type CEM I/42.5.- Sand for walls: To BS 1199, type A.- Sand for floors: To BS 882.- Grading limit: To BS 8204-1, table1.

- Batching: Select from:- Batch by weight.

- Batch by volume: Permitted on the basis of previously established weight:volumerelationships of the particular materials. Use accurate gauge boxes. Allow forbulking of damp sand.

- Mixing: Mix materials thoroughly to uniform consistence. Use a suitable forcedaction mechanical mixer. Do not use a free fall type mixer.

- Application: At normal temperatures use within two hours. Do not use after initialset. Do not retemper.

578 CRACK CONTROL REINFORCEMENT- Type to BS 4483: ______.- Installation: Place centrally in depth of bed. Lap not less than 100 mm and securely

tie together with steel wire.- Corners: Avoid a four layer build at corners.

590 COVED TILE SKIRTINGS- Sequence: Bed solid to wall before laying floor tiles.- Bedding: ______.

600 SIT-ON TILE SKIRTINGS- Sequence: Bed solid to wall after laying floor tiles.- Bedding: ______.

650 THIN BED ADHESIVE - RIBBED (WALLS)- Application: Apply 3 mm floated coat of adhesive to dry background in areas of

approximately 1 m_. Trowel to ribbed profile.- Tiling: Press tiles firmly onto float coat.

651 THIN BED ADHESIVE - SOLID (WALLS)- Application: Apply floated coat of adhesive to dry background in areas of about 1

m_. Comb surface.- Tiling: Apply thin even coat of adhesive to backs of dry tiles. Press tiles firmly onto

float coat.- Finished adhesive thickness (maximum): 3 mm.

660 THIN BED ADHESIVE - MESH BACKED MOSAIC (WALLS)- Application: Apply 3 mm floated coat of adhesive to dry background. Comb surface.- Placing mosaic sheets: Hang in horizontal rows, working downwards. Stagger

vertical joints. Prevent slippage of sheets. Lightly beat mosaics into adhesive.- Width, plane and alignment of joints between sheets: To match joints between

mosaic tiles.

661 THIN BED ADHESIVE - PAPER FACED MOSAIC (WALLS)- Application: Apply 3 mm floated coat of adhesive to dry background. Comb surface.- Preparing mosaic sheets: Pregrout. Remove surplus before fixing.- Placing mosaic sheets: Hang in horizontal rows, working downwards. Stagger

vertical joints.- Width, plane and alignment of joints between sheets: To match joints between

mosaic tiles.- Paper face: Before adhesive hardens completely, remove paper face. Complete

grouting. Wash off glue from face of mosaic.

670 THICK BED ADHESIVE - SOLID (WALLS)- Application: Apply floated coat of adhesive to dry background. Comb surface.- Tiling: Apply thin even coat of adhesive to backs of dry tiles. Press tiles firmly onto

float coat.- Finished adhesive thickness: Within range recommended by manufacturer.

710 THICK BED ADHESIVE - SOLID (FLOORS)

- Application: Apply floated coat of adhesive to dry base and comb surface.- Tiling: Apply coat of adhesive to backs of tiles filling depressions or keys. Press tiles

firmly onto position.- Finished adhesive thickness: Within range recommended by manufacturer.

730 SEMIDRY CEMENT:SAND BED (FLOORS)- Mortar bedding mix: 1:3.5 - 4 cement:sand.

- Water content: A film of water must not form on surface of bed when fullycompacted.

- Preparation: Dampen base.- Laying: Lay suitably small working areas of screeded bed. Compact thoroughly to

level.- Finished bed thickness (minimum): ______ mm.- Finished bed thickness (maximum): ______ mm.

- Tiling: Within two hours and before bedding sets, evenly coat backs of tiles withadhesive. Beat tiles firmly into position.

- Finished adhesive thickness: Within range recommended by manufacturer.

MOVEMENT JOINTS/GROUTING/COMPLETION

805 SEALANT MOVEMENT JOINTS WITH METAL EDGINGS as required_____- Edging material: _st/steel_____ angle.

- Size: _TBC_____ mm.- Bedding: Bed in 1:3 cement:sand.

- Installation: Centre over joints in base. Set to exact finished level of floor.- Fixing to base: __To manufacturers recommendation____.

- Joint width: __ To manufacturers recommendation____. ____.- Sealant: ___ To manufacturers recommendation____. ___.

- Colour: _TBC_____.- Preparation and application: As section Z22.

815 SEALANT MOVEMENT JOINTS _ as required _____- Joints: Extend through tiles and bedding to base/background. Centre over joints in

base/background.- Width: To manufacturers recommendation

- Sealant: __ To manufacturers recommendation ____.- Colour: _TBC_____.- Preparation and application: As section Z22.

825 STRIP MOVEMENT JOINTS _ as required _____- Manufacturer: ____TBC__.

- Product reference: _____TBC_.- Colour: _TBC_____.

- Joint width: ___TBC___ mm.- Fixing to base: _ To manufacturers recommendation

_____.- Joints: Extend through tiles and bedding to base.

855 CEMENT:SAND GROUTING MIX- Grout mix:

- Cement: ______.- Sand:

Joint widths of 6 mm or greater: To BS 1199, table 1, Type B.Joint widths of 3 - 6 mm: To BS 5385-5 table 2.

- Proportions (cement:sand): ______.- Pigment: ______.

- Mixing: Mix thoroughly. Use the minimum of clean water needed for workability.

875 GROUTING- Sequence: Grout when bed/adhesive has set sufficient to prevent disturbance of

tiles.- Joints: 6 mm deep (or depth of tile if less). Free from dust and debris.- Grouting: Fill joints completely, tool to profile, clean off surface. Leave free from

blemishes.- Profile: _____TBC_.

- Polishing: When grout is hard, polish tiling with a dry cloth.

885 COLOURED GROUT- Staining of tiles: Not permitted.- Evaluating risk of staining: Apply grout to a few tiles in a small trial area. If

discoloration occurs apply a protective sealer to tiles and repeat trial.


Schedule H



M50 Rubber/Plastics/Cork/Lino/Carpet Tiling/Sheeting

1

M50 RUBBER/PLASTICS/CORK/LINO/CARPET TILING/ SHEETING

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS,JJA DRAWINGS, SCHEDULES AND SCOPE

TYPE(S) OF COVERING

110.1 _RUBBER FLOOR TILING:- Location: CHILDREN’S GALLERY- Base: Concrete floor slab_- Substrate 75mm thickness Sand and Cement screed

Preparation: To manufacturers reommendation- Fabricated underlay: To manufacturers recommendation- Tiles: _Smooth rubber flooring to BSEN1817

Manufacturer and reference: _ Dalsouple direct Ltd. (UK)Tel: 0278 733133BS EN 685 class _33Size: 1760 x _680_ mm.Thickness 3.5_mm.Colour/pattern Uni (Plain)_(See finishes schedule for detail)

- Adhesive (and primer if recommended by manufacturer):Water based acrylic KE 66 by Uzin Adhesives Ltd. (+44)01235 727777)

- Accessories: _ To manufacturers reommendation- Finishing: To manufacturers reommendation- Special requirements: _To include inset circular motif in contrasting colour- And checker board pattern to CC3b exhibit- Rubber to be be prefixed UVS qualty

110.2 _VINYL FLOOR TILES:- Location: CHILDREN’S BREAKOUT AREA_(TBC)- Base: ___Concrete floor slab_- Substrate 75mm thickness Sand and Cement screed

Preparation: ___To manufacturers reommendation- Fabricated underlay: To manufacturers recommendation- Tiles: _Profiled vinyl floor tiles BSEN654

Manufacturer and reference: Polyflor Expona Martex Enterprise Sdn. BhdTel 603 92831218BS EN 654 class _21,22.23,31,32.33.41.42.43Size: 457 x _914_ mm.Thickness: 3_ mm.Colour/pattern _(See finishes schedule for detail)

- Adhesive (and primer if recommended by manufacturer):- Accessories: _ To manufacturers reommendation- Finishing: To manufacturers reommendation

Special requirements: _N/A

110.3 _VINYL FLOOR TILES:- Location CORPORATE GALLERY- FLOOR TO CG3a enclosure- Base: ___Concrete floor slab_- Substrate 75mm thickness Sand and Cement screed_____

Preparation: ___To manufacturers reommendation______- Fabricated underlay: To manufacturers recommendation- Tiles: _Profiled vinyl floor tiles BSEN654

Manufacturer and reference: Polyflor Expona Martex Enterprise Sdn. BhdTel 603 92831218 _________

M50 Rubber/plastics/cork/lino/carpet tiling/sheeting (continued) M50

BS EN 654 class _21,22.23,31,32.33.41.42.43_____Size: 457 x _914_ mm.Thickness: __3____ mm.Colour/pattern _(See finishes schedule for detail)______

- Adhesive (and primer if recommended by manufacturer):- Accessories: _ To manufacturers reommendation ________- Finishing: To manufacturers reommendation _________

Special requirements: _N/A

130 CARPET TILING:- Location: _TO CG9A A/V THEATRE ENCLOSURE -CORPORATE GALLERY- Base: _Sand and cement screed

Preparation: _n/a_- Fabricated underlay: _n/a- Carpet tiles:

Manufacturer and reference: tbcType: _tbc_BS EN 1307 classification:– Category: __5_– Level of use class: _3_– Luxury rating: _n/a__Size: _600_ x __600_ mm.Colour/pattern: _See Finishes schedule________

- Method of laying: Fully adhere all tiles with release adhesive recommended by tilemanufacturer_

- Accessories: _edging strip at thresholds as clause 740_- Special requirements: __N/A_

130.1 CARPET TILING:- Location: _TO AG A/V THEATRE ENCLOSURE ART GALLERY- Base: _Sand and cement screed_

Preparation: _n/a_- Fabricated underlay: _n/a- Carpet tiles:

Manufacturer and reference: Goodrich Globalwww.goodrichglobal.com _________Type: _500x500mm Fraser SQ True Blue FR2704_BS EN 1307 classification:– Category: _5– Level of use class: __3___– Luxury rating: _ n/a_____Size: _500 x 500 mm.Colour/pattern 500x500mm Fraser SQ True Blue FR2704

- Method of laying: Fully adhere all tiles with release adhesive recommended by tilemanufacturer_

- Accessories: _edging strip at thresholds as clause 740- Special requirements: N/A

150 _VINYL SHEET FLOORING FLOORING:- Location: _TO LOWER GROUND FLOOR CONSERVATION AREAS- Base: _ Sand and cement screed

Preparation:- Fabricated underlay: N/A- Flooring roll: _ homogeneous and monolayer in construction.to- BS EN 649_


Manufacturer and reference: _ Polyflor XL PU Blue Nickel 3730________BS EN 685 class _23/34/43 as definedWidth: _2000_mm.Thickness: 2 mm.Colour/pattern: _see finishes schedule

- Adhesive_to manufactuters recommendation

- Seam welding: __ all joints seam welded ref 5350_- Accessories: _ edging strip at thresholds as clause 740 and set in 100 x 50mm

coved skirting light grey 9550 by Polyfloor- Finishing:- Special requirements:

150.1 _VINYL SHEET FLOORING FLOORING:- Location: _TO MULTI-MEDIA CONTROL ROOMS (GROUND, FIRST, SECOND

THIRD FLOORS)- Base: _ Sand and cement screed

Preparation:- Fabricated underlay: _N/A- Flooring roll: _ homogeneous and monolayer in construction.to- BS EN 649_

Manufacturer and reference: _ Polyflor XL PU Carnelian Beige 3730_BS EN 685 class _23/34/43 as definedWidth: _2000_ mm.Thickness: _2_mm.Colour/pattern: _see finishes schedule________

- Adhesive______to manufactuters recommendation___

- Seam welding: __ all joints seam welded_ref 5330______- Accessories: _ edging strip at thresholds as clause 740 and set in 100 x 50mm

_coved skirting light beige 9610 by Polyfloor_______________- Finishing: _ to manufactuters recommendation___ ________- Special requirements: N/A

GENERALLY

210 WORKMANSHIP GENERALLY:- All bases must be rigid, dry, sound, smooth and free from grease, dirt and other

contaminants before coverings are applied.- Finished coverings must be accurately fitted, tightly jointed, securely bonded,

smooth and free from air bubbles, rippling, adhesive marks and stains.

250 LAYOUT: Agree setting out of seams before ordering roll materials for sheetingtype(s) M50/___

330 COMMENCEMENT: Do not lay materials until building is weathertight, wet tradeshave finished their work, the building is well dried out, all paintwork is finished anddry, conflicting overhead work completed, and floor service outlets, duct covers andother fixtures around which the materials are to be cut have been fixed. Inform CAnot less than 48 hours before commencing laying.

340 CONDITIONING: Before laying commences thoroughly condition materials byunpacking and separating in the spaces where they are to be laid. Maintain resilientflooring rolls in an upright position, unroll carpet and keep flat on a supportingsurface. Minimum conditioning time and temperature to be as recommended by


manufacturer. Extend period by a factor of 2 for materials stored or transported at atemperature of less than 10°C immediately prior to laying.

350 ENVIRONMENT: Before, during and after laying, provide adequate ventilation andmaintain temperature and humidity approximately at levels which will prevail afterthe building is occupied.

PREPARING BASES

410 SUITABILITY OF NEW BASES AND CONDITIONS: Laying of coverings will betaken as joint acceptance by the Main Contractor and Subcontractor of thesuitability of the bases and conditions within any given area.

420 SUITABILITY OF EXISTING BASES AND CONDITIONS:- Before commencing work the subcontractor must confirm (through the Main

Contractor) that existing bases will, after the specified preparation, be suitable toreceive the specified coverings.

- Laying of coverings will be taken as further acceptance of the suitability of thebases and also of the conditions within any given area.

430 DAMPNESS: Where coverings are to be laid on new wet-laid bases:- Ensure that drying aids have been turned off for not less than 4 days, then- Test for moisture content using an accurately calibrated hygrometer in accordance

with BS 5325, Annexe A or BS 8203, Annexe A.- Take readings in all corners, along edges, and at various points over the area being

tested.- Do not lay coverings until all readings show 75% relative humidity or less.

440 SUBSTRATES: The specifications for trowelled finishes to receive thin floorcoverings require:

- A uniform, smooth surface free from trowel marks and other blemishes, and suitableto receive the specified floor finish material.

460 SMOOTHING UNDERLAYMENT COMPOUND: recommended for the purpose bythe manufacturer. Mix and lay in accordance with manufacturer'srecommendations.

LAYING COVERINGS

610 SET OUT TILES from centre of space/room unless specified otherwise, so thatwherever possible:

- Tiles along opposite edges are of equal size, and- Edge tiles are more than 50% of full tile width.

640 ADHESIVE FIXING GENERALLY:- Adhesive: when not specified otherwise, type to be as recommended by

covering/underlay manufacturer as appropriate or, in the absence of suchrecommendation, type to be approved.

- Use a primer where recommended by adhesive manufacturer. Allow to drythoroughly before applying adhesive.

- Spread adhesive evenly and lay covering, pressing down firmly and rolling laterallyand transversely (if recommended) to ensure full contact and a good bond overall.Reroll (if recommended) within 30 minutes.

- Remove all surplus adhesive from exposed faces of coverings as the workproceeds.


- Trowel ridges and high spots caused by particles on the substrate will not beaccepted.

720 DOORWAYS: Make joint on centre line of door leaf unless specified otherwise.

740.1 EDGINGS/COVER STRIPS: To Door thesholds- Manufacturer and reference(s): _Gradus Accessories________

Material/finish: _ACS38 Aluminium________- Fix securely (using matching fasteners where exposed to view) ensuring that edge

of covering is firmly gripped.

740.2 EDGINGS/COVER STRIPS: To Carpet tile edge/ abutments to different types offloor finish

- Manufacturer and reference(s): _Gradus Accessories________Material/finish: _TA6 Aluminium________

- Fix securely (using matching fasteners where exposed to view) ensuring that edgeof covering is firmly gripped.

-

780 TRAFFIC: After laying, keep all floor covering type(s) M50 free from traffic for_period of time recommended by manufacturer

COMPLETION

810 CLEANING GENERALLY: Remove all scrap, dust and dirt. Carefully removeadhesive and other marks from coverings and adjacent surfaces, using approvedcleaning agents and methods.

820 FINISHING VINYL FLOORING:- Wash floor using mops dampened with water containing neutral (ph 6-9) detergent.

If necessary, lightly scrub heavily soiled areas using a brush or synthetic fibre webpad.

- Thoroughly rinse with clean water, removing surplus to ensure no damage toadhesive, and allow to dry.

- Apply two coats of emulsion polish of a type recommended by coveringmanufacturer.

830 FINISHING RUBBER FLOORING:- Wash floor using mops or lightly machine scrub with a cleaner recommended by

covering manufacturer.- Wet vacuum or mop up residue.- Rinse with clean water. Wet vacuum or mop up and allow to dry.- Follow recommendations of covering manufacture and spray buff with wetting agent

or dry burnish.

840 FINISHING RUBBER FLOORING:- Wash floor using mops or lightly machine scrub with a cleaner recommended by

covering manufacturer.- Wet vacuum or mop up residue.- Rinse with clean water. Wet vacuum or mop up and allow to dry.- Apply two coats of buffable or semibuffable polish of a type recommended by

covering manufacturer.

870 PROTECTION: Cover flooring with clean dust sheets, or other nonstaining suitablematerial to prevent damage from dirt and traffic prior to Practical Completion.


Ensure any material with printed information on one face is laid with printed faceuppermost.

880 WASTE: Retain spare covering material suitable for patching. On completion handover to Employer pieces selected by CA.

GENERALLY/PREPARATION (CARPET)

210 WORKMANSHIP GENERALLY: Finished carpeting must be tightly seamed,accurately fitted, neatly and securely fixed, smooth, evenly tensioned and clean.Protect adjacent surfaces as necessary to prevent damage and marking duringinstallation of carpeting.

250 LAYOUT: Agree setting out of seams and pattern before ordering carpet.

310 COMMENCEMENT: Do not lay carpets until building is weathertight, wet tradeshave finished their work, the building is well dried out, all paint work is finished anddry, and floor service outlets, duct covers and other fixtures around which thecarpet is to be cut have been fixed. Inform CA not less than 48 hours beforecommencing laying.

320 ENVIRONMENT: Before during and after laying, maintain temperature and humidityapproximately at levels which will prevail after the building is occupied.

330 SUITABILITY OF BASES AND CONDITIONS: Carpet laying will be taken asacceptance by the Main Contractor and Subcontractor of the suitability of the basesand conditions within any given area.

340 DAMPNESS: Where carpet is to be laid on new wet-laid bases:- Ensure that drying aids have been turned off for not less than 4 days, then- Test for moisture content using an accurately calibrated hygrometer as in BS 5325,

Annexe A.- Take readings in all corners, along edges, and at various points over the area being

tested.- Do not lay carpet until all readings show 75% relative humidity or less.

350 TIMBER BOARDING/STRIP FLOORING: Ensure that all boards are securely fixedand acceptably level. Punch in or countersink protruding fastenings and plane, sandor apply smoothing compound as necessary to provide a smooth, even surface.

360 TILE/SHEET/BLOCK/SCREED FLOORING which is to be retained: make good asnecessary by local rebedding, sanding or applying smoothing compound to give asecure smooth, even surface. Allow to dry thoroughly before laying carpet.

LAYING CARPETING

470 LAYING CARPET:- Ensure that all pieces of carpet of one type, colour and pattern which will be visible

together when laid, are from the same batch and with the pile lying in the samedirection to ensure consistency of appearance.

- Accurately and closely fit carpet at perimeter leaving no gaps and ensuring thatedges are well turned down and secured to grippers.

- Stretch carpet to ensure that it is flat, evenly tensioned and will not ruck, ripple orbecome slack.

- Cut in at doorways and recesses. Do not piece in unless unavoidable and approvedby CA.


480 POWER STRETCH carpets longer than 7 m.

490 DOORWAYS: Make joint on centre line of door leaf unless specified otherwise.

510 EDGINGS/COVER STRIPS: To Carpet tile edge/ abutments to different types offloor finish

- Manufacturer and reference(s): _Gradus Accessories________Material/finish: _TA6 Aluminium________

- Fix securely (using matching fasteners where exposed to view) ensuring that edgeof carpet is firmly gripped.

-

570 COMPLETION:- Remove stay tacks and cut away partly loose warp and face yarns with sharp

napping scissors.- Check for lumps, surface irregularities, signs of inadequate or uneven tension and

adjust as necessary.- Remove scraps and vacuum clean carpet.- Cover carpet with clean dust sheets or other non staining suitable material as

necessary to prevent damage and soiling. Ensure any material with printedinformation on one face is laid with printed face uppermost.

580 WASTE: Retain spare carpet suitable for patching. On completion hand over toEmployer pieces selected by CA.


Schedule H



P20 Unframed Isolated Trims Sundry Items

1

P20 UNFRAMED ISOLATED TRIMS/SKIRTINGS/SUNDRY ITEMS

TO BE READ IN CONJUNCTION WITH PARTICULAR & SPECIAL CONDITIONS,JJA DRAWINGS, SCHEDULES AND SCOPE

TRIMS/CASINGS/SUNDRY ITEMS

110 SOFTWOODSKIRTINGS GENERALLY

- Quality of timber and fixing: To BS 1186-3.- Species: Nyatoh.- Class: 2

- Moisture content at time of fixing: As recommended by the fabricator to suitenvironmental conditions

- Profile: Square- Finished size: _As shown on drawings

- Finish as delivered: Prepared and primed- Fixing: concealed screw fitting-

120 HARDWOODSELECTED EDGE DETAILS – See drawings

- Quality of timber and fixing: To BS 1186-3.- Species: See drawings/finishes schedule- Class: _1Moisture content at time of fixing: As recommended by the fabricator to suitenvironmental conditions

- Preservative treatment: Organic solvent as section Z12 and British WoodPreserving and Damp-proofing Association Commodity Specification C5.

- To manufacturers recommendation- Desired service life: _ To manufacturers recommendation

- Profile: _See drawings.- Finished sizeSee drawings

- Finish as delivered: _Natural.- Fixing: Concealed generally (See drawings)-

150 DISPLAY PANEL EDGE DETAIL –To freestanding partitions faced with graphic panels CC1c, CC3b E&M 4b E&M5aE&M 6a E&M 6b CG11

- Material: St/steel to BSEN 100-2 grade 1.4301(304)- Finish: _brushed /hairline- Fixing: _Concealed

Metalwork: As section Z11.

150.1 GRAPHIC PANEL EDGE DETAIL – to junctions of graphic panels and partitionwall/adjoining finishes.

- Material: St/steel to BSEN 100-2 grade 1.4301(304)- Finish: _brushed /hairline- Fixing: _Concealed- Metalwork: As section Z11.

150.2 ‘U’ CHANNEL TO FLUSH SKIRTINGS- Material: St/steel to BSEN 100-2 grade 1.4301(304)- Finish: _brushed /hairline- Fixing: _Concealed- Metalwork: As section Z11.

P20 Unframed isolated trims/skirtings/sundry items (continued) P20

- -

150.3 SKIRTINGS – Generally- Material: St/steel to BSEN 100-2 grade 1.4301(304)- Finish: _brushed /hairline- Fixing: _Concealed

Metalwork: As section Z11.

150.4 ‘U’ CHANNEL TO TIMBER PANELS – see drawings CG1A CG1A-1 NG 1A- Material: St/steel to BSEN 100-2 grade 1.4301(304)- Finish: _brushed /hairline- Fixing: _Concealed- Metalwork: As section Z11.

150.5 ST/STEEL SUSPENSION WIRES AND ASSOCIATED FITTINGS – see drawings- Material: St/steel to BSEN 100-2 grade 1.4301(304)- Finish: _To manufacturers recommendations- Fixing: _NOTE all budget and forged shackles . swivels, rope, termination fittings

and all necessary accessories to manufacturers recommendation and to Designersfull approval

- Metalwork: As section Z11.

150.6 THRESHOLD STRIPS TO DOORWAYSMaterial: Aluminium

- Finish: _Satin anodised- Fixing: _Concealed

Metalwork: As section Z11-

INSTALLATION

510 INSTALLATION GENERALLY:- Joinery workmanship: As section Z10.- Methods of fixing and fastenings: As section Z20.- Straight runs: Form in single lengths wherever possible.- Running joints: Location and method of forming to be agreed where not detailed.- Joints at angles: Mitre unless shown otherwise.- Moisture content of timber and wood based boards: Maintain within the range

specified for the component during storage and installation.


Schedule H



Acrylic Panels

1

THE FABRICATION OF ACRYLIC PANELS AND SHAPINGS –BNM FINANCIAL MUSEUM AND ART GALLERY

To be read with Trade Contract Conditions and Particular and SpecialConditions, Scope of Works, Schedules, NBS specifications, JJA drawings andsupport documentation.

All ACRYLIC must conform to the following specifications, design schedule ordrawings

GENERAL INSTRUCTIONS

Work of this Section shall conform to the requirements of the Contract Document

1. ScopeThis specification defines the fabrication of panels and shapings fromacrylic sheet

2. PurposeThe purpose of the processes specified herein is to: (i) minimise thesusceptibility to crazing, (ii) minimise stresses introduced duringfabrication and assembly, (iii) improve dimensional stability, and (iv)complete the polymerisation of the adhesives or to disperse volatilesarising from bonding processes. NOTE. Panels and shapings may stillcraze if misused and the utmost care must be taken to avoid contact withmaterials known to cause crazing

3. Materials3.1 Acrylic sheet used for fabrication shall comply with the requirements of3.2 Edge attachment materials shall be approved by SO3.3 Adhesives used for bonding acrylics during fabrication shall beapproved by SO3.4 Protective coatings for use with acrylics shall be approved SO

4. Fabrication procedures4.1 Where practicable the protective covering of the acrylic sheet shall beleft in position until all cutting, drilling, machining and assemblingoperations have been completed. It is preferable however to remove someof the paper to provide a margin approximately one inch wide on eachside of the machining lines, to prevent swarf collecting. The protectivecovering shall then be removed in accordance with Appendix 1.

4.2 Where high dimensional stability is required for flat panels, anormalising cycle shall be defined by the manufacturer for each materialand sheet thickness.4.3 Before commencement of production a forming cycle shall be definedby the fabricator for each component. This cycle will depend uponmaterial, forming technique, sheet thickness, tools and workshoptemperature, etc.4.4 An air-circulating oven shall be used for normalising, forming andannealing operations such that defined temperatures in degreescentigrade shall be maintained within f 3%. If so required –tomanufacturers recommendation NOTE. The normalising process mayresult in dimensional changes.

5.Treatment of flat panels requiring no bonding operationsAll panels after being trimmed and polished as required shall be cleanedas defined in Appendix 1 and annealed as defined in Appendix 3.

6. Treatment of flat panels requiring bonding operations6.1 Each piece of acrylic which is to be bonded after being trimmed andmachined as necessary shall be cleaned as defined in Appendix 1 6.2 Each piece of acrylic shall then be bonded as defined in Appendix 3 6.3 All bonded panels shall be machined and polished as required6. Treatment of flat panels requiring bonding operations6.1 Each piece of acrylic which is to be bonded after being trimmed andmachined as necessary shall be cleaned as defined in Appendix 1

6.2 Each piece of acrylic shall then be bonded as defined in Appendix 36.3 All bonded panels shall be machined and polished as

7. Normalising treatment for flat panels7.1 The acrylic sheet shall be cleaned as defined in Appendix 1 and inspectedto ensure that no adhesive or foreign matter remains on the surface of thematerial.7.2 The normalising heat treatment shall be as defined in the manufacturer’sapproved instructions.

8. Treatment of shapings requiring no bonding operations8.1 If necessary the sheet may first be cut to the approximate size requiredfor the shaping operation.8.2 The sheet shall then be cleaned as defined in Appendix 1.8.3 The sheet shall then be shaped in accordance with the requirements andto the forming conditions defined in Appendix 2.

9. Treatment of shapings requiring bonding operations 9.1 If necessary the sheet may first be cut to the approximate size requiredfor the shaping operation.

9.2 The sheet shall then be cleaned as defined in Appendix 1.9.3 The sheet shall then be shaped in accordance with the requirements andto the forming conditions defined in Appendix 2.9.4 The shaping shall then be bonded as defined in Appendix 3

10. IdentificationShapings which have been produced and annealed as specified shall beidentified by marking the frame with the reference number to be establishedby manufacturer and approved by SO and date. Where the shaping is notfitted to a frame the identification marks shall be applied by a stencil or otheragreed method.

11. Inspection 11.1 The SO shall ensure that each panel or shaping has been fabricated inaccordance with the processes and sequence of operations defined in thisspecification.

12. Protective coatingsPanels and shapings shall finally be coated with a protective coating tomanufacturers recommendation to avoid damage to the surfaces duringhandling and storage.

APPENDIX 1Cleaning Each sheet shall be stripped of its protective covering, and washedin water at 50°C to 60°C containing a small amount of liquid detergent andrinsed at about 50°C in clean water containing a small amount of anti-staticagent. The excess water shall be removed with a clean grit-free soft sponge,cloth or leather and the sheet allowed to dry. Every care should be taken toavoid scratches during these operations. Tanks, if used, should be lined withsoft cloth or rubber. NOTE 1. Where a pressure sensitive masking paper isused, unleaded petrol or white spirits may be employed to remove particles oflatex adhesive prior to the cleaning method detailed above. NOTE 2. Everycare should be taken to ensure that dust does not come into contact with theacrylic after the original protective covering has been removed and before it isgiven a subsequent protective coating.

APPENDIX 2 Forming conditions Forming shall be carried out by draping, blowing, vacuumforming or any other method which can be demonstrated to be suitable. Eachsheet of acrylic or preform shall, where practicable, be suspended freely in aclean air-circulating oven at the defined forming temperature. During the heattreatment the temperature of the air-stream near to the sheet shall not exceed170°C. Upon removal from the oven the forming operation shall be completedas quickly as possible in a draught free area. Heating may be applied duringthe forming operation provided that the temperature of the material does notexceed 170°C.

APPENDIX 3Bonding Prior to bonding components shall preferably be assembled dry in ajig or matched detail jigs. Surface preparation, adhesive application andcuring shall be carried out in accordance with the manufacturer’s approvedinstructions. Where the adhesive is hot cured the assemblies shall be allowedto cool to room temperature under draught free conditions. During thebonding of double skinned panels and shapings the interspaces shall bepurged of solvent vapours by means of clean dry air at the same temperatureas the panel. All bonded assemblies shall be trimmed and polished asrequired


Schedule H



Glass And Glazing

1

GLASS AND GLAZING-BNM FINANCIAL MUSEUM AND ART GALLERY

To be read with Trade Contract Conditions and Particular and Special Conditions, Scope ofWorks, Schedules, NBS specifications, JJA drawings and support documentation.

1.0 GENERAL INSTRUCTION

1 Work of this section shall conform to the requirements of the ContractDocuments.

.2 Make thorough examination of the drawings, the specifications and the site todetermine the intent, material, conditions of interfacing with other work to befully cognizant of requirements.

.3 The specifications of this Section to be read in conjunction NBS L40 and H13

1.1 SCOPE OF WORKS

.1 The Work shall include, but not necessary limited to, the supply andinstallation of glass and glazing:-

Doors and Screens Mirrors Display systems Exhibits

1.2 RELATED WORK SPECIFIED ELSEWHERE

.1 Related work specified elsewhere includes:

• Carpentry G20 Z10• Trims /Sundries P20• Fixings Z20• Purpose made metalwork Z11

1.3 QUALITY ASSURANCE

.1 Execution

Execute this work by a firm who has adequate plant, equipment and skilledworkers to perform it expeditiously and is known to have been responsible forsatisfactory installations similar to that specified for a period of the immediatepast five (5) years.

.2 Application assurance

The Contractor assumes overall responsibility for the work of this Section, toassure that all assemblies, components and parts shown or required,complywith the contract documents.

The Contractor also assures that all components, specified or required tosatisfactorily complete the installation are compatible with each other, with


adjoining substrates, materials and work by other trades, and with theconditions of installation and expected use.

.3 Safety glazing materials

Comply with the requirements of local laws or ordinances with respect to theuse and application of safety glazing materials in hazardous locations.

.4 Standards

Glass: Comply with FS DD-G-451D or BS952: 1964 or equivalent for theapplicable quality hereinafter specified for each type of glass, except thatcomply with FS DD-G-1403B or equivalent.

Colour: For heat absorbing, reflective or spandrel glass, the acceptable rangeof colour and / or defects (as defined by FS DD-G451C) shall be determinedby samples of such defects and / or colour range. Glass which does not fallwithin the accepted sample range shall be subject to rejection by the S.O. Inthe event such samples are not or cannot be provided, the S.O. willdetermine the acceptability of glass relative to colour and / or observabledefects in each case.

Glazing standards: Comply with recommendations and requirements for heatabsorbing glass, reflective glass, and insulating glass. Comply with themanufacturer’s recommendations when they at variance with FGMA orBSCP152: 1972.

1.4 SUBMITTALS

.1 Shop drawings

Submit for review shop drawings indicating plans, elevations, sections,materials, finishes, sealant and dimensions. The contract drawings are forgeneral intent only.

.2 Statement

Statement from the glass manufacturer that he has reviewed the applicationof heat absorbing or reflective glass for the effects of partial or full shadingunder the expected service temperature ranges and that the resulting thermalstresses will not reduce the “Glass Statistical Factor” below 2.5.

.3 Samples

Submit samples for each type of glass, glazing sealant, tape or gasket.

• 300mm x 300mm samples of each type of glass specified.• Colour range samples for backpainted glass.• 300mm long samples of glazing gaskets.• Cured glazing sealant samples.• 300mm long samples of glazing tapes.


.4 Mock up

Prepare sample installations as required to match specified work in allrespects before proceeding with the work. Glaze samples in the presence ofthe glazing materials manufacturer and glass manufacturer not less than one(1) week in advance of the scheduled glazing work. Before actual glazingwork proceeds, examine the sample in the presence of those present earlier.

1.5 DELIVERY, STORAGE AND HANDLING

.1 Handle and store materials in accordance with manufacturer’srecommendations to prevent damage. During storage provide cushions atedges to prevent impact damage. Protect faces from scratches andabrasions.

.2 Deliver and store packaged materials in original, unopened containers withmanufacturer’s seal and labels intact. All glass shall bear the manufacturer’slabel of indicate type and quality.

.3 All glass surfaces shall be kept dry during transit and storage. Glassbecoming moist from condensation or other causes shall be thoroughly driedand aired.

1.6 PROTECTION AND REPLACEMENT

.1 Mark all glass installed by this trade.

.2 Replace at own expense, scratched or broken glass damaged due to faultysetting, careless handling or storage.

.3 Glass which, in the opinion of the Exhibition Designer/Construction manager,is distorted, shall be replaced at no cost to the Owner.

1.7 WARRANTY

.1 Submit a written warranty against defects in the workmanship and materialsfor a period of two (2) years from practical completion.

1.8 REFERENCE STANDARDS

.1 Where there is existence a relevant Malaysian Standard , British StandardCode of Practice, Draft BS ASTM or DIN Standard applicable to this work,then the recommendations and requirements of such documents shall beconsidered as a minimum standard for the work described and must becomplied with.

.2 Nothing in paragraphs 1.8 and/or 1.9 relieves the Contractor of responsibilityfor providing a higher standard that the relevant Codes of Standards where itis required to comply with other sections of the Specifications.

.3 This work shall be in accordance with : BS 952, BS 6262


2.0 PRODUCTS

GENERAL

.1 All glass shall comply with the appropriate sections of BS 952. The glassthroughout is to be the best of its respective kinds, of approved manufacturer,free from specks, bubbles, damaged edged, disfigured surfaces and otherdefects.

2.1 CLEAR GLASS

.1 Plate or float glass

Type 1, Class 1, Quality q4; 6mm thick unless otherwise shown.

.2 All clear sheet glass shall be of ‘Ordinary Glazing Quality’ (OQ) for theweights and thickness required.

2.2 HEAT ABSORBING TINTED GLASS

.1 Plate or float glass

Type 1, Class 2, Style B. Colour and other characteristics as per contractdrawings or as approved by S.O.; 6.4mm thick unless otherwise shown.

2.3 TEMPERED GLASS

.1 General

Wherever possible locate tong marks along an edge which will be concealedin the glazing system. Tempered glass to be cast to exact size.

.2 Clear

Kind FT, Condition A, Type 1, Class 1, 12mm thick unless otherwise shown.

.3 Heat absorbing

Kind FT, Condition A, Type 1, Class 2, colour and characteristics as percontract drawings or to S.O. approval; 6.4mm thick unless otherwise shown.

2.4 REFLECTIVE GLASS

.1 Glass to receive reflective coating shall be of quality as herein describedbefore specified for each type. Refer to drawings and schedules forcharacteristics required.


.2 Single glazed reflecting glass

Float glass meeting requirements for “Tinted Plate Glass” with transparentmetallic oxide coating on exterior. Typical thickness 6.0mm unless otherwiseindicated.

Minimum performance as required:

• Average visible transmittance: 27%• Outdoor visible reflectance 10%• Indoor visible reflectance 24%• Shading co-efficient 0.43• Total solar energy transmittance 17%• Total solar energy reflectance 8%

2.5 LAMINATED GLASS

.1 Two layers of float glass bonded to 2 no. 0.38mm minimum clear plasticpuncture resistant polyvinyl butyral interlayers conforming to the requirementsof ANSI Z97.1. Interlayer shall be compatible with glazing sealant.

.2 Glazing layers to 6mm each, unless otherwise indicated.

.3 Glazing layers may be clear, tinted or reflective as per contract drawings or toS.O. approval.

2.6 MIRROR GLASS

.1 Mirrors: Clear plate or float glass 6mm thick or mirror glazing quality (FS D-G-451, Type 1, Class 1, quality q2) with silver coating and electroplated copperbacking complying with CS27. Silver shall be guaranteed 5 years againstspoilage. Round off and polish exposed edges.

2.7 BACK PAINTED GLASS

.1 Decorative glass achieved by the spray application of 2-pack polyurethanepaint to back surface of glazing. Applicable to any glass type or thickness.

.2 Paint composition contains two types of polyurethane paint integrated withsolvent.

.3 Compliance to ISO3233: 1998.

.4 Recommended manufacturer Glass Kote (Malaysia) or supplier of similarproduct.


2.8 GLAZING GASKETS

.1 General:

Black neoprene compression of sufficient thickness to be under 25%compression minimum when installed. Gaskets to have 1500 psi tensilestrength, hardness Durometer A of 50, 5, resistance to permanent set of 25%maximum, and minimum elongation at break of 300%.

.2 Moulded Resilient Neoprene (Gasket Type 1)

To ASTM D2000, designation 2BC 415 to 3BC 620 or as recommended bymanufacturer or supplier, continuous moulded or extruded neoprene gasketsof the profile required.

.3 Sponge Neoprene Closed Cell (Gasket Type 2)

ASTM C509, Type II or as recommended by manufacturer or supplier withdurable neoprene skin.

.4 Lock strip glazing gaskets (Gasket Type 3)

ASTM C542, neoprene extrusion fabricated into frame with injection mouldedcorners, and with either integral or separated locking (zipper) strips.

2.9 JOINT FILLER MATERIALS

.1 Open cell polyurethane (Filler Type 1)

25% compressibility at 70% to 100gm/cm2 with a density of 64-96kg/m3.

.2 Closed cell neoprene (Filler Type 2)

ASTM D1056, Type S, Class SCE or equivalent.

2.10 GLAZING SEALANT

.1 Sealant: one part low modules silicone to Draft BS 78/1438 and SMC 10, BS5889.

2.11 MISCELLANEOUS GLAZING MATERIALS

.1 Setting blocks, spacers, edge protectors

Neoprene meeting NAAMM Standard SG-1-70 tested for compatibility withthe glazing sealant:

Setting Blocks: Non compressible material. 70 – 90 Shore ADurometer hardness.


Spacers: neoprene 75 to 85 Durometer A hardness, to AAMA SG-1-76, or practiced PVC to BS 2571 softness numbers 35-45. Adhesivebacked on one face only.

Jamb edged protection: 20 – 30 Shore A Durometer hardness,adhesive backed on one face only.

.2 Mirror mastics

An adhesive setting compound, manufactured specifically for setting mirrorswith support at bottom edge only: to be used in spot application of 3mm to12mm thickness and with less than 25% of mirror back area in contact withmastic.

.3 Glazing felt

Treated wool glazing felt, adhesive backed, non-wicking and non-staining.

.4 Bolts for frameless glazing

High tensile bolts 95mm x 120mm x 10mm bronze anodized hard alloyaluminium angles manufactured by Pilkington Brothers Ltd, or other approvedsupplier.

3.0 EXECUTION

3.1 FABRICATION

.1 Edges

Exposed edges of glass, including butt glass without sealant, shall bepolished to a bright reflective finish. Where glass is butted with sealant, itshall be ground smooth or polished. No file marks or other roughness will beallowed at exposed edges of glass.

.2 Cutting

Obtain sizes from shop drawings or by field measurement. Cut glass to fiteach opening with minimum edge clearances and bit on glass asrecommended by glass manufacturer. Do not nip glass edges. Factory cutheavy heat absorbing glass, 10mm thickness and above. Edges may bewheel cut or sawed and seamed at manufacturer’s option. For glass to be cutat site, provide glass 50mm larger in both dimensions than required, so as tofacilitate cutting of clean-cut edges without the necessity of seaming ornipping. Do not cut, seam, nip or abrade tempered, heat strengthened andspandrel glass after tempering.

.3 Field measurements

When glass is to be precut to sizes obtained from shop drawings, take fieldmeasurements of each opening, before glazing, to verify adequate bite on theglass and minimum edge clearance. Openings which do not fall within the


tolerances for which precut glass has been sized shall be glazed only withglass specially cut to fit such openings.

3.2 PREPARATION

.1 Pre-installation meeting

Meet at the project site with the glass manufacturer’s representative, sealantmanufacturer’s representative, glazier and fabricator of framing or othersupporting structure to receive glass. Review the glazing procedure, applyingglazing materials and installing removable stops. Evaluate suitability ofspecified compounds and sealants for anticipated weather conditions. Reviewcoordination with other work.

.2 Pre-installation cleaning

Clean glazing channels, stops and rabbets to receive glazing materials forobstruction and deleterious substances which might impair the work. Removeprotective coatings which might fail in adhesion or interfere with the bond ofsealants. Comply with the manufacturer’s instructions for final wiping ofsurfaces immediately before the application of primer and glazing compoundsor tapes. Wipe metal surfaces with zylol or toluol.

.3 Priming

Prime surfaces to receive glazing compounds in accordance with themanufacturer’s recommendations, using recommended primers.

3.3 INSTALLATION

.1 General

Cut and install tinted and heat absorbing glass as recommended bymanufacturer.

Inspect each piece of glass immediately before installaton. Do not install anypieces which have damaged edges, scratches or abrasion, or any otherevidence of damage.

Locate setting blocks at sill 6mm from each end of the glass, unlessotherwise recommended by the glass manufacturer. Use blocks of propersize to support the glass in accordance with the manufacturer’srecommendations.

Provide spacers for all glass sizes larger than 1.25 united metres, to separateglass from stops, except where continuous glazing gaskets or felts areprovided. Locate spacers no further than 600mm apart and no closer than300mm to a corner. Place spacers opposite one another. Make bite of spaceron glass a nominal 5mm or greater.

Set glass in a manner which produces greatest possible degree of uniformityin appearance.


Do not use 2 or more different glazing materials in the same joint systemunless the manufacturere of each material has stated in writing that hismaterial is fully compatible with the other material.

Use masking tape or other suitable protection to limit coverage of glazingmaterials to the surfaces intended for sealants.

Mitre-cut and seal or vulcanize joints for glazing gaskets in accordance withmanufacturer’s instructions to provide a continuous watertight and airtightseal at corners and other locations where joints are required. Butt or lap endsof tapes in accordance with manufacturer’s recommendations.

Tool exposed surfaces of glazing materials to provide a slight washaway fromthe glass. Install exposed tapes and gaskets with a slight protrusion abovestops in the final compressed condition.

Special care shall be given to control width of joints, at exposed edges of buttjoint glass. Maximum variation in the total width of exposed butt joint glassshall be plus or minus 1.5mm from the required width.

.3 Mirror glazing

Adhesive mounting of mirrors: Support mirror on continuous stainless steelangle with setting blocks of continuous glazing gasket, as shown. Applymirror mastic in accordance with mastic manufacturer’s instructions. Applyminimum 50mm diameter spots of mastic between the mirror and supports atnot more than 25% of mirror back. Apply mirror to substrate so that areas notcovered with mastic will remain open for ventilation, 3mm minimum clearancefrom substrate. Provide temporary rigid support until adhesive has set.

.4 Glass to glass glazing

Silicone: Apply silicone sealant to abutting surfaces of glass in accordancewith manufacturer’s recommendations.

Joint dimension of butt glazed glass shall be +/- 1.5mm from the requiredwidth or as specified by the manufacturer.

3.4 FIELD QUALITY CONTROLAfter inspection and approval by the S.O., remove all labels from glass andmirrors.

3.5 CLEANING AND PROTECTION

.1 Clean excess sealant or compound from glass and framing membersimmediately after application, using solvents or cleaners recommended bymanufacturers.

.2 Protect glass from breakage immediately upon installation. Use streamers orribbons suitably attached to framing and held free of the glass. Do not applywarning markings directly to the glass.


.3 Protect glass and glazing materials during the construction period so that theywill be without any indication of damage or deterioration at the time ofacceptance by the Employer. Cover glass as required to protect it fromwelding, sand-blasting and other activities that might abrade the surfaces.

.4 Remove and replace glass, during the construction period, which is broken,cracked, chipped or damaged in any way and from any source, includingweather, vandalism or accidents.

.5 Maintain glass in a reasonably clean condition during construction so that itwill not become stained and will not contribute to the deterioration of glazingmaterials.

.6 When glass is installed adjacent to or below concrete, other masonrysurfaces and weathering steel, which are exposed to weather, examine glassmonthly during construction. Wash glass immediately when inspectionreveals dirt, scum, deposits or staining; or after rainstorms, to remove anycorrosive wash or dirt which may adhere.

.7 Wash glass on both faces, not more than 4 days prior to acceptance byEmployer. Comply with instructions and recommendations of the glassmanufacturer and glazing materials manufacturer for cleaning in each case.

END OF SECTION


Schedule H



Metal Fabrications

1

METAL FABRICATIONS-BNM FINANCIAL MUSEUM AND ART GALLERY

To be read with Trade Contract Conditions and Particular and Special Conditions, Scope ofWorks, Schedules, NBS specifications, drawings and support documentation.

All metal must conform to the following specifications, design schedule or drawings

1.0 GENERAL

1.1 GENERAL INSTRUCTIONS

.1 Work of this Section shall conform to the requirements of the Contract Documents.

. 2 Make thorough examination of the drawings, the specifications and the site todetermine the intent, material, conditions of interfacing with other work to befully cognizant of requirements.

.3 The specifications of this Section to be read in conjunction NBS Z11

1.2 RELATED WORK SPECIFIED ELSEWHERE

.1 The following related work is specified elsewhere.

• Carpentry G20 Z10• Trims /Sundries P20• Fixings Z20

Purpose made metalwork Z11

1.3 QUALITY ASSURANCE

.1 Execute this work by a firm who has adequate plant, equipment and skilled workersto perform work expeditiously, and is known to have been responsible for satisfactoryinstallations similar to that specified during period of immediate past five (5) years.

.2 Weld structural components: in steel, to BS 639, BS 5135, BS 3019 : Part 2, and byfabricator fully certified by local authority.

.3 This work which is intended to resist structural forces imposed by dead and liveloads, shall conform to the requirements of the jurisdictional authorities.

1.4 SUBMITTALS

.1 Submit shop drawings for review, indicating large scale details of members andmaterials, of connection and joints of anchorage devices, dimensions, thicknesses,description of materials, metal finishing specifications and other pertinent data andinformation.

.2 Submit to jurisdictional authorities shop drawings of work required to resist structuralforces or other information as required.

.3 Provide a small section of actual mock-up (S.O. to verify during shop drawing) forapproval before proceeding.

1.5 COORDINATION

.1 Cooperate with other trades to ensure satisfactory and expeditious completion of thework.


.2 Provide all forms, templates, anchors, sleeves, inserts and accessories required to befixed to or inserted in the work and set in place. Submit instructions as to locations.

1.6 DELIVERY, STORAGE AND HANDLING

.1 Identify all metal fabrications supplied to other trades for installation.

.2 Protect this work from damage.

.3 Deliver metal fabrications to site in accordance with the Construction Schedule.

2.0 PRODUCTS

2.1 MATERIALS

.1 Unless detailed or specified otherwise, standard products will be acceptable ifconstruction details and installation meet intent of the drawings and specifications.

.2 Include materials, products, accessories and supplementary parts necessary tocomplete assembly and installation of this work.

.3 Incorporate only metals that are free from visible defects or defects which impairstrength or durability. Install only new metal of best quality, and free from rust orwaves and buckles, and that are clean, straight and with sharply defined profiles.

.4 Structural Steel: to BS 4360, Grade 43C or MS 416. 1976 or AISC –American Institute of Steel Construction; "Specification and Erection of StructuralSteel for Buildings", Latest Edition. AISC - "Code of Standard Practice", latestedition, unless otherwise modified herein or on the drawings. Paragraphs 1.5, 3.1,4.2 and any and all references to be responsibility of the General Contractor and/orArchitect/ Engineer in the AISC Code of Standard Practice shall not apply. Structuraldrawings and specifications shall always have precedence over these specificationswith relation to structural steel or other metals.

.5 Sheet Steel: to BS 1449 or MS 606 for cold rolled commercial grade; to BS 4 for hotrolled commercial grade.

.6 Steel, Galvanized Sheet: to MS 606. 1979 or BS 729 or ASTM A525 M-86.

.7 Stainless Steel: to BS 4825 or ASTM A480/ A480 M-85. Finish shall be No. 4,brushed.

.8 Prime Paint on Steel: to BS 2523. For iron and steel surfaces, proprietary approvedmetallic lead primer. For galvanized surfaces, proprietary approved calciumplumbate primer. Field touch-up: as above.

.9 Fastenings: to match base metal being fastened.

.10 Anchors: where exposed to view, to match metal anchored, except stainless steelmay be used with aluminum. Where concealed from view, as for exposed anchors,except that galvanized steel may also be used if electrolytic action would not occur.

.11 Grout: non-shrink, non-metallic, flowable 24 hour 15 MPa, pull out strength 7.9MPa.,well rounded or spherical aggregate.

.12 Epoxy Grout: Non-shrink, non-staining grout as approved by Architect.

.13 Tubular Railing, Balustrades: to BS 6323 and BS 1387 or ASTM 53 and ASTM E 119or JIS G 3444.


2.2 FABRICATION

.1 Fabricate this work with machinery and tools specifically designed for intendedmanufacturing process in accordance with local codes and standards.

.2 Fit and assemble work in shop. When this is not possible, make trial shop assembly.

.3 Incorporate anchors 600 mm c.c. for miscellaneous metal-work items located in cast-in-place concrete.

.4 Incorporate means for fastening of other work secured to this work.

.5 Metal surfaces in contact with masonry, concrete or dissimilar metal shall receive onecoat of bituminous paint.

.6 Draw mechanical joints to hairline tightness and seal counter-sunk screws andaccess holes for locking screws with metal filler where these occur on exposedsurfaces.

.7 Fabricate work with materials, component sizes, metal gauges, reinforcing, anchors,and fasteners of adequate strength to withstand intended use, and within allowabledesign factors imposed by jurisdictional authorities.

.8 Ensure that work will remain free of warping, buckling, opening of joints and seams,distortion, and permanent deformation.

.9 Construct items that are part of floor constructions, such as gratings and trenchcovers to support same live loads for which surrounding floors are designed unlessindicated otherwise.

.10 Accurately cut, machine and fit joints, corners, copes and mitre so that junctionsbetween components fit tightly and in true planes.

.11 Fasten work with concealed methods unless otherwise indicated on drawings.

.12 Weld connections where possible; bolt where not possible, and cut off bolts flush withnuts. Countersink bolt heads, and provide method to prevent loosening of nuts.Ream holes drilled for fastenings.

.13 Weld joints tight, flush, and in true planes with base metals. Make welds continuousat joints where entry of water into building or into voids of members or assemblies ispossible.

.14 Grind welds smooth where exposed to view.

.15 Provide for differential movements within assemblies and at junctions of assemblieswith surrounding work.

.16 Incorporate holes and connections for work installed by other trades.

.17 Cleanly and smoothly finish exposed edges of materials including holes.

.18 Cap open ends of sections exposed to view, such as, pipes, channels, angles andother similar work.

.19 Clean loose mill scale, rust, dirt, weld flux and spatter from Work after fabrication.Grind smooth sharp projections. Prepare for prime painting and finishes specified.Unless otherwise specified, apply to steel surfaces shop prime coat of paint. Work


paint into corners and onto open areas smoothly. Deliver Work to site with primerundamaged. Paint all surfaces except those to be welded in field, encased inconcrete, or that are machined or galvanized. Give surfaces that are inaccessible tofinish field painting, two coats of primer.

.20 Apply a priming coat in shop to a dry thickness of 0.04 to 0.05 mm, except wheregalvanized finish is specified. Work primer into surfaces, interstices and joints. Applyshop coat of primer to metal items, with exception of stainless steel, aluminium, andthose to be galvanized or encased in concrete.

.21 Hot dip galvanized items embedded in concrete after fabrication. Followrecommended precautions to avoid embrittlement of the base metal by overpicklingor overheating during galvanizing.

.22 Paint steel members under cover in shop and keep them under cover until paint hasdried.

.23 Galvanize work following fabrication except where impossible. Paint galvanizedsurfaces that are cut, welded or threaded with zinc rich paint to ensure minimumcoating of 0.102 mm, immediately following damage to galvanized protection.

.24 Items Supplied Only: supply items required to be built in by other trades, including

sleeves, bolts and anchors with templates or layout drawings. Coordinate this workwith the work of other trades.

3.0 EXECUTION

.1 Take site measurements to ensure that work is fabricated, fits surroundingconstruction, around obstructions and projections in place and indicated on thedrawings, to suit service locations.

3.1 INSTALLATION

.1 Install work plumb, true, square, straight, level and accurately and tightly fittedtogether and to surrounding work.

.2 Include with this work anchor bolts, bolts, washers and nuts, lag screws, expansionshields, toggles, straps, sleeves, brackets, clips and other items necessaryfor secureinstallation as required by loading and jurisdictional authorities.

.3 Countersink holes provided for wood screws where wood is attached to this work.

.4 Attach work to masonry with lead plugs and galvanized steel or other corrosionresistant fastenings to support load with safety factor of three.

.5 Supply fabricated metal work with all components required for anchoring to concrete;bolting or welding to structural frames, standing free; or resting in frames or socketsin a safe and secure manner.

.6 Conceal fastenings unless otherwise indicated on the drawings. Weld connectionsand where necessary, rivet or screw, countersink into exposed work and finish flush.Pull bolted work up tight and upset threads to prevent loosening.

.7 Provide exposed metal fastenings and accessories of the same material, texture,colour and finish as the base metal on which they occur, unless indicated otherwise.


.8 Provide holes and connections for the work of other trades. Provide steel sectionsbearing on concrete or masonry bearing plates and anchor bolts conforming to theload requirements.

3.2 PROTECTION

1 Protect prime painted and galvanized surfaces from damage.

2 Protect exposed surfaces of prefinished metal work which does not receive sitefinishing with protective coatings or wrappings. Use materials recommended byfinishers or manufacturers of metals to ensure that method is sufficiently protective,easily removed, and harmless to finish.

.3 Maintain protection of this work from time of installation until final finishes are appliedor to final cleanup.

3.3 ADJUSTMENT AND CLEANING

.1 After erection, touch up primed surfaces that are burned, scratched or otherwisedamaged with prime paint to match shop coat.

.2 Repair areas of bare metal and welds on galvanized surfaces with zinc-rich paint.

.3 Remove damaged, dented, defaced, defectively finished, or tool marked componentsand replace with new.

.4 Refinish shop applied finishes in field only with Designers s approval.

.5 Clean off dirt on surfaces resulting from installation work.

END OF SECTION


Schedule H



Solid Polymer Fabrications

1

JJA SOLID POLYMER FABRICATIONS

PAGE 1

SOLID POLYMER/SOLID SURFACE RESIN FABRICATIONS


I. GENERAL1.01 DESCRIPTION

A. Work described in this section:

• Reception desk countertop• Countertop CC7a• Cold cafeteria surfaces – Museum Café• Hot cafeteria surfaces- Museum Cafe• Countertops with sinks- Museum Cafe

B. Related work specified elsewhere:

1. Carpentry G20 Z10

1.02 REFERENCESA. Applicable Standards: Standards of the following, as referenced herein:

1. American National Standards Institute (ANSI)2. American Society for Testing and Materials (ASTM)3. National Electrical Manufacturers Association (NEMA)4. International Solid Surface Fabricators Association (ISSFA)5. National Sanitation Foundation (NSF)

1.03 SUBMITTALSA. Shop drawings: Indicate dimensions, component sizes, fabrication details,

attachment provisions and coordination requirements with adjacent work.B. Samples: Submit minimum 2" x 2" (50 mm x 50 mm) samples. Indicate

full range of colour and pattern variation. Approved samples will beretained as standards for work.

C. Product data: Indicate product description, fabrication information andcompliance with specified performance requirements.

D. Maintenance data: Submit LG HI-MACS care and maintenance data,including repair and cleaning instructions. Include in project close-outdocuments.


PAGE 2

1.04 QUALITY ASSURANCEA. Allowable tolerances:

1. Variation in component size: ± 1/8" (3 mm).2. Location of openings: ± 1/8" (3 mm) from indicated location.

1.05 DELIVERY, STORAGE AND HANDLINGA. Deliver no components to project site until areas are ready for installation.

Store components indoors prior to installation.B. Handle materials to prevent damage to finished surfaces. Provide

protective coverings to prevent physical damage or staining followinginstallation for duration of project.

1.06 WARRANTYA. Provide LG HI-MACS 15 year fully transferable warranty against defects in

materials. Warranty shall provide material and labour to repair or replacedefective materials. Damage caused by physical or chemical abuse ordamage from excessive heat will not be warranted.

B. This Warranty applies to commercial or residential applications of LG HI-MACS fabricated and instlled by certified fabricator/installers inaccordance to LG HI-MACS Solid Surface Guidelines. Failure to complymay voice the warranty. Refer to the 15 Year Fully Transferable WarrantyCard for complete details.

II. PRODUCTS

2.01 SOLID POLYMER FABRICATIONSA. Specified product: LG HI-MACS 100% Acrylic Solid Surface

Manufacturer: LG ChemMaster Distributor: LG Solid Source, LLC, 8009 W. Olive , Peoria, AZ85345[RETAIN BELOW FOR PERFORMANCE SPECIFICATION]

B. Material: Homogeneous filled acrylic; not coated, laminated or ofcomposite construction; meeting ANSI Z124.3 & .6, Type Six, and Fed.Spec. WW-P-541E/GEN.1. Material shall have minimum physical and performance properties

specified in Section U.2. Superficial damage to a depth of 0.010" (.25 mm) shall be

repairable by sanding and polishing.

GROUND FLOOR RECEPTION DESK:


PAGE 3

(13 mm)] thick LG HI-MACS, adhesively joined with inconspicuousseams; edge details as indicated on the Exhibition Designers Drawings;GR 1 GR1-1 GR2 GR2-1 Ref: . P04 Perna black

GROUND FLOOR CHILDRENS GALLERY COUNTER TOCC7A/7B/7C/8A (13 mm)] thick LG HI-MACS, adhesively joined with inconspicuousseams; edge details as indicated on the Exhibition Designers;Drawings; CC7A CC7A – 1 Ref . Perma white P01

GROUND FLOOR MUSEUM CAFÉ _COLD CAFETERIA SURFACE (13 mm)] thick LG HI-MACS, adhesively joined with inconspicuousseams; edge details as indicated on the the Exhibition Designers;Drawings GCF -1 Ref. . P04 Perna black

1. Make cutouts to templates furnished by the cold appliancemanufacturer.

2. Reinforce joints and cutouts as recommended by the surfacingmanufacturer.

3. Provide insulation between LG HI-MACS and adjacent cold pans.3. Thermally isolate hot applications from cold.

NOTE: CONTRACTOR/FABRICATOR TO LIASE WITH KITCHEN DESIGNERTO ESTABLISH EXTENT OF COLD CAFETERIA SURFACE

GROUND FLOOR MUSEUM CAFÉ _HOT CAFETERIA SURFACE (13 mm)] thick LG HI-MACS, adhesively joined with inconspicuousseams; edge details as indicated on the the Exhibition Designers;Drawings GCF -1 Ref. . P04 Perna black

(13 mm)] thick LG HI-MACS, adhesively joined with inconspicuousseams; edge details as indicated on the the Exhibition Designers;Drawings; GCF -1 Ref. . P04 Perna black1. Provide expansion joints in countertop as detailed on the Architect’s

Drawings.2. Make cutouts to templates furnished by the hot appliance

manufacturer.3. Reinforce joints and cutouts as recommended by the surfacing

manufacturer.4. Provide insulation between LG HI-MACS and adjacent hot water

pans and food warmers.5. Thermally isolate hot applications from cold.6. Provide venting of cabinets.


PAGE 4

NOTE: CONTRACTOR/FABRICATOR TO LIASE WITH KITCHEN DESIGNERTO ESTABLISH EXTENT OF HOT CAFETERIA SURFACE

GROUND FLOOR MUSEUM CAFÉ- COUNTERTOP WITH SINKS

(13 mm)] thick countertop of LG HI-MACS; edge details as indicated onthe Architect’s Drawings, complete with [undermount][seamed “S”mount][bevel mount][single bowl][double bowl][double bowl with moldeddrainboard] sink. Provide counter complete with backsplash of size shownon the KITCHEN DESIGNERS DRAWINGS. Countertop and backsplashshall be _ P04 Perna black color. Sink shall be P04 Perna black modeland P04 Perna black color.(Note: when bevel mounting the same color sink/bowl as the sheet, the"step-down" or recessed mount is recommended.)

NOTE: CONTRACTOR/FABRICATOR TO LIASE WITH KITCHEN DESIGNERTO ESTABLISH EXTENT OF COUNTERTOP WITH SINKS

U. Performance characteristics:Performance Features

Property Result Test

Consistency of Color Pass ISSFA SST 2.1-00(same sheet)Cleanability Stain Rating Pass ISSFA SST 3.1-00Visual Defects Pass ISSFA SST 5.1-00Light Resistance No Effect/Pass ISSFA SST 7.1-00Boiling Water Resistance No Effect/Pass ISSFA SST 8.1-00

re: NEMA LD3-3.5High Temperature Resistance No Effect/Pass ISSFA SST 9.1-00

re: NEMA LD3-3.6Flammability Rating Class 1/Class A ASTM E-84Fungal/Bacterial Resistance Approved for use in

ANSI/NSF Standard 51all food zones

Physical FeaturesProperty Unit Result Test

Density lbs/in3 0.06 ASTM D-792Rockwell Hardness 90 ASTM D-785Barcol Hardness 65 ASTM D-

2583


PAGE 5

Tensile Strength psi 5,500 ASTM D-638Tensile Modulus psi 1.35 x 106 ASTM D-638Flexural Strength psi 11,424 ASTM D-790Flexural Modulus psi 1.34 x 106 ASTM D-790Izod Impact Strength ft.lbs/in 0.26 ASTM D-256Water Absorption % (1⁄2" sheet) 0.04 ASTM D-570Heat Distortion Temperature°F 220-230 ASTM D-648Linear Thermal Expansion in/in °F 2.12 x 10- ASTM E-228-95Weatherability 1000 hr test No change ASTM D-1499Radiant Heat Resistance seconds 600+ (pass) NEMA LD3-3.10Impact Resistance in. 60 (pass) ISSFA SST 6.1-

00Thickness=0.46450Flatness of Sheets in. (pass) ISSFA SST 4.1-00Length: <0.010Width: <0.020

2.02 ACCESSORY PRODUCTS

A. Joint adhesive: Manufacturer's standard two-part adhesive kit to createinconspicuous, non-porous joints, with a chemical bond.(RETAIN BELOW FOR UNDERMOUNT SINKS AND BOWLS)

B. Panel Adhesive: Manufacturer's standard neoprene-based paneladhesive meeting ANSI A 136.1-1967 UL® listed.

C. Sealant: Manufacturer's standard mildew-resistant, FDA/UL® recognizedsilicone sealant in color matching or clear formulations.(RETAIN BELOW FOR UNDERMOUNT SINKS AND BOWLS)

D. Sink/Bowl mounting hardware: Manufacturer's approved bowl clips, brassinserts and fasteners for attachment of undermount sinks/bowls.

2.03 FABRICATION(Refer to LG HI-MACS Fabrication Guide)A. [Fabrications to be performed by a Certified fabricator/installer in

accordance with LG HI-MACS Solid Surface Guidelines.]B. Fabricate components in shop to greatest extent practical to sizes and

shapes indicated, in accordance with approved shop drawings and LG HI-MACS requirements

C. Form joints between components using manufacturer's standard jointadhesive. Joints shall be inconspicuous in appearance and without voids.Attach 2" (50 mm) wide reinforcing strip of LG HI-MACS under each joint.

D. Provide holes and cutouts for plumbing and bath accessories as indicatedon the drawings.

E. Rout and finish component edges to a smooth, uniform finish. Rout allcutouts, then sand all edges smooth. Repair or reject defective orinaccurate work.


PAGE 6

F. Finish: All surfaces shall have uniform finish1. [Matte ,with a gloss rating of 5 - 20.] (This the standard finish and is

the lowest maintenance finish.)2. [Semigloss, with a gloss rating of 25-50] (Adds an upcharge. Select

semigloss to bring out the depth of colors in thedarker tones. It requires more maintenance.)

3. [ Polished, with a gloss rating of 55 - 80.] (A high gloss finish, idealfor applications that require maximum smoothness andreflectance. Recommended for light duty only. Maintenance will beincreased.)

G. Thermoforming: Comply with forming data from LG HI-MACS.1. Construct matching moulds of plywood to form component shape.2. Form pieces to shape prior to seaming and joining.3. Cut pieces larger than finished dimensions. Sand edges. Remove

all nicks and scratches.4. Heat entire component uniformly between 275-325°F during

forming.5. Prevent blistering, whitening and cracking of LG HI-MACS during

forming.H. Cove backsplashes: Fabricate 1/2" (13 mm) radius cove at

intersection of counters and backsplashes. Form backsplashesusing [1/2" (13 mm)] LG HI-MACS. Fabricate in shop or field.

I. Colored inlays: Fabricate using manufacturer’s approved method.1. Rout 1/8” max deep groove for inlay to pattern indicated on

Designers drawings2. Fill groove using methods approved by manufacture, avoiding air

bubbles or voids. Overfill inlay area.3. Allow area to fully cure. Do not overheat inlay while sanding.

Finish and touch up to uniform appearance.

III. EXECUTION[NOTE: USE A CERTIFIED LG HI-MACS FABRICATOR FOR FABRICATIONAND/OR INSTALLATION, WHICH WILL ENSURE WARRANTY COVERAGEAND ASSURE A QUALITY INSTALLATION.]

3.01 JOB MOCK-UPA. Prior to final approval of shop drawings, erect one full size mock-up of

each component at project site for architect review.B. Should mock-up not be approved, rework or remake until approval is

secured. Remove rejected units from project site.C. Approved mock-ups shall remain as part of finished work.

3.02 INSTALLATION


PAGE 7

A. Install components plumb and level, in accordance with approved shopdrawings and product installation details.

B. Form field joints using manufacturer's recommended adhesive, with jointsinconspicuous in finished work. Keep components and hands clean whenmaking joints.

C. Adhere undermount/submount/bevel mount sinks/bowls to countertopsusing manufacturer's recommended adhesive and mounting hardware

D. Adhere topmount sinks/bowls to countertops using manufacturerrecommended adhesives and color-matched silicone sealant.

E. Provide backsplashes and endsplashes as indicated on the drawings.Adhere to countertops using manufacturer's standard color-matchedsilicone sealant.

F. Keep components and hands clean during installation. Removeadhesives, sealants and other stains. Components shall be clean on Dateof Substantial Completion..

G. Make plumbing connections to sinks in accordance with Division 15.Mechanical.

H. Protect surfaces from damage until Date of Substantial Completion.Repair or replace damaged work that cannot be repaired to architect'ssatisfaction and invoice for the cost of repairs. Architect to pre-approvecost estimate before repairs are made.

I. Fabricator/Installer is to provide and review the LG HI-MACS Care andMaintenance procedures and the LG HI-MACS warranty with the head ofmaintenance upon completion of project.

J. Recommended Substrates1. Slats should be used only for countertops or overhangs wherethere are no heat sources. The slats are 1" x 4"(25mm X 102mm) supports that run parallel to the length of the cabinets.The slats are placed in the front, center, and rear and require crosssupports every 18" - 24" (45cm - 60cm). The support should be attachedto the LG HI-MACS material first and then fastened to the cabinets. Thetop edge of the support and countertop should clear all doors anddrawer fronts.2. Steel tubing [1/2" (13mm)] should be used for overhangs exceeding6" (72mm) and where there are heat sources.The steel frameshould be mechanically secured to the cabinets for a cantilevered support.


Schedule H



Display Panel System

1

DISPLAY PANEL SYSTEM SPECIFICATION – BNM FINANCIAL MUSEUM AND ARTGALLERY


All display panel systems inclusive of all component parts must conform to the followingspecifications, design schedule or drawings.

Drawings or examples of each case type system and application to be explained attender stage by the Specialist Contractor.

A schedule of proposed drawings and drawing programme is to be produced at tenderstage.

A preliminary manufacturing and delivery schedule shall be provided.

1.0 OUTLINE SCHEDULE.

The display panel system shall generally be a fully integrated proprietary system.

2.0

Where display panels are of non-standard nature it is expected that they shall becomposed of standard proprietary sections wherever possible and that known andproven methods of construction and assembly should be used.

The Specialist Contractor should identify any assemblies that are of a non-standardnature at tender stage and make allowance for the development of fully operationalsystem for approval by the Consultants & BNMMinimum working life expectancy of 10 years, any exclusions to be identified at tenderstage (quote for 25 years also requested.)

To be of a robust and durable construction.

All external and internal surface finishes to be of the highest standard.

The display panel system must not endanger staff, visitors or objects during the normalcourse of its use, particularly during opening, closing or moving.

All design and construction details to be agreed by the Exhibition Designers prior tomanufacture.

All materials and method of application to be agreed by Exhibition designers prior tomanufacture. Samples to be supplied at the earliest opportunity.The entire system shall form a rigid and stable assembly fit for its purpose and use underall design loadings.

The works comprise but are not necessarily limited to technical design; fabrication,supply and installation of display panel system. In these assemblies it will be necessaryto satisfy the Structural Engineer and Relevant authorities that all assemblies are safeand ensure that in all cases the panel system does not sag or distort in any way, and thatit is optically true to the satisfaction of the Exhibition Designer. The panel system must

incorporate all specialist systems and metalwork associated with the assemblies,including all, lighting, panelling, plinths, and all fixings etc. as required.

Full co-ordination of the works with other Specialist Contractors is required including inparticular services to be incorporated in the assembly and with respect to thesurrounding structure and finishes. In this respect the Specialist Contractor shall ensurethat the working drawings and schedules are substantiated, verified and approved to theStructural Engineers, and Exhibition Designers satisfaction.

(Cross-refer to Scope of works, Specifications, JJA drawings)

3.0 PROTECTION OF COMPONENTS:

Do not deliver to site components, which cannot immediately be put into suitably dry,floored and covered storage. Panels and track systems and all component parts shall bepacked in an appropriate manner for transportation that eliminates any likelihood ofdamage in transit and during on-site handling.

4.0 SYSTEM GENERALLYOperable Wall consisting of 100 mm thick individually movable elements, suspended from atop track only, each panel to have top and bottom operable pressure seals.Each elementmust be suspended on two multi-directional rollers. The vertical edges are protected bymeans of an overlapping aluminium trims (Concave).

4.01 TRACK SYSTEM

The ceiling track is to be constructed of aluminium with a powder coated finish. Where thereare 'T' points, cross points and corners in the layout, the track must have supporting bearingsto lift the rollers through the intersections. The tracks must be fixed to an adjustable,corrosion protected steel suspension.

4.02: ELEMENT SUSPENSION

Each element must be suspended on two 'maintenance free' multi-directional rollers whichmust run on steel wheels. The rollers must be connected to the element via a shockabsorbing mechanism.The individual element must be adjustable in height without opening of the ceiling.In case of damages to the finish the face panel must be removable without taking down theelement.

4.03 PANEL CONSTRUCTIONElements must be constructed of a non-deflecting steel tube frame and aluminium profiles,bolted together. The frame must be clad either side with 16mm MDF board panels hung infrom the frame and allowed to vibrate independently of the frame. The facia panels mustalso be easily removable.

4.04 RETRACTABLE SEALS

Each element must have spring loaded top and bottom retractable seals. Seals are to beoperated by a 'crank' handle and engaged by a winding mechanism to ensure optimum

contact pressure of 1500N. Seals must be constructed of aluminium with flexible rubber atthe contact points.

5.0 CONTRACTORS PROPOSALS/SUBMITTALS

The Specialist Contractors shall have shall have a substantial record of similar workssuccessfully completed.

Submittals required at Tender:

a) Prices - Schedule of Ratesb) Programme and method statement for production of design information shop drawingsmock-ups fabrication delivery and installation.

6.0 STRUCTURE AND STRUCTURAL SUPPORT

Consult with Structural Engineer to ensure that the existing building structure is adequateto support the panel system

The Specialist Contractor shall take all necessary site dimensions to ensure accurate fitof all prefabricated components, at an appropriate time (in accordance with theprogramme) to be agreed with the Construction Manager.

Submit to the Structural Engineer details of the proposed fixing system, methods ofadjustment , and tolerances to which the assemblies will be constructed, upon request.

All fixings for cases to structure and/or surrounding elements are to be of a concealednature.

6.01 SETTING OUT LEVELLING AND TOLERANCES

At an appropriate time in accordance with the programme, to be agreed with theConstruction Manager and before commencing fabrication, the Specialist Contractor shallsurvey the structure, checking line, level, and fixing points. The Specialist Contractorshall report immediately to the Construction Manager if the structure is unsuitable toreceive the display panel system. The Specialist Contractor shall be responsible for thesetting out of the assemblies, such that all framing members are installed in the correctposition, within tolerance, and in the correct relationship to the building structure.

Design the assembly including fixings and joints to: Ensure that all proposals occur at thedesign position and align other parts and features of the building as shown on theDrawings; accommodate permissible deviations in the building structure;

The Display panel system assemblies shall be finally designed, fabricated and installed towithstand all building movements including thermal movements, loading deflections, creepand similar movements, without permanent deformation or other damage. All fixings shallbe capable of providing adequate adjustment without the use of excessive numbers ofpacking shims.

Set out components and fixings at evenly spaced centres, straight, parallel, and trulyaligned with other features where shown on drawings. There shall be no visiblemisalignment in the finished work, which shall be square, regular, true to line, level. andplane, with a satisfactory fit at all junctions.

Permissible erection tolerances for the system shall not exceed +/-2mm from designedpositions in any direction and shall not be accumulative over a run of elements orcomponents.

All components incorporated in the works shall be fabricated with a tolerance on thedesigned lengths of +/-1mm and shall not deviate in straightness by more than 1 in 500 upto a maximum of 3mm.

Joints shall occur at the designed positions and align precisely with other parts andfeatures of the building as shown on the drawings.

All works shall be true to detail with continuous profiles, which shall be free from marks,defects, flaws, steps, waves or damage of any nature.

7.0 DESIGN LIFE AND MAINTENANCE

The works shall have a design life of minimum ten years generally subject to therecommended maintenance procedures, which shall be stated at tender. The installationshall be capable of being easily cleaned and wiped down without the use of specialistcleaning solutions. Spare parts shall be readily available for at least ten years fromcompletion.

8.0 FIXINGS:

All fixing brackets and cleats shall be manufactured from the most appropriate grade ofalloy to the requirements of BS 1400/2872/2874. They shall be finished to match themetal-framing members if visible.

The Specialist Contractor shall supply all necessary fasteners for the assembly. Allbolts, screws, nuts and anchors shall be of adequate strength for their designedpurpose. All fixing bolts and anchors shall be installed in accordance with themanufacturers recommended procedures.

It is a requirement that fixings shall not feature visibly in the works, unless identified assuch. The Specialist Contractor shall state at Tender any perceived unavoidablerequirements for exposed fixings in the works for initial approval or rejection, andthereafter any others that become apparent.

Where shims are required in the works they shall match the profile of the plates betweenwhere they are fixed. Where necessary exposed shims shall be finished black or silverto match adjoining metalwork as directed by the Exhibition Designer. The SpecialistContractor is required to note that only the minimum of shimming is permissible to allow forbuilding tolerances. It is a requirement that shimmed connections shall generally beconcealed and shall not feature visually in the finished works.

Do not permit close contact between dissimilar metals in components and assemblies.Take appropriate measures to ensure bi-metallic-electrolytic corrosion cannot take place,in accordance with BS PD 6484 'Commentary on Corrosion at Bi-metallic Contacts and itsAlleviation.'

9.0 CONTROL SAMPLES:

- Control samples of all elements of the display panel system cases to be available uponrequest.

10.0 SPECIALIST CONTRACTOR WARRANTY

The Specialist Contractor shall provide within his tender return details of the lifeexpectancy of each component including the following;

- Colour fastness

- Integrity/durability

- Demountable elements and moving parts.

11.0 WORKMANSHIP GENERALLY

Handle, store, assemble and fix Display panel system and all constituent parts includingaccessories in accordance with previously approved design and performancerequirements.

Set out accurately with all frame members and panels plumb, true to line and level andfree from bowing, undulations and other planar distortions.

Align all joints accurately with no lipping.

Fix securely to give a stable assembly resistant to wind induced pressure and otherspecified design loads.

Make adequate allowance for moisture and thermal movement of surroundingconstruction.

12.01 ACCURACY

Arrange the setting out, erection and juxtaposition of components to ensure that there isthe satisfactory fit at junctions, that there are no practically or visually unacceptablechanges in plane, line or level and that the finished construction has a true and regularappearance.

12.02 ADJACENT CONSTRUCTION

Ensure the deviations at perimeter abutments can be accommodated.

12.03 PERIMETER SEALS: Ensure that compressible seals are fitted accurately at allabutments and are continuous with no gaps.

13.0 TESTING AND COMMISSIONING:

The Specialist Contractor is to be aware that testing and commissioning of the displaypanel system is a critical activity which will be shown on his Programme.

The review of the drawings and documents will be for the purposes of ascertainingconformity with the basic design concept, profiles and general arrangement only. Thereview will not be contrived to mean that the Exhibition Designer accepts the detail designinherent in the drawing/document, responsibility for which will remain with the SpecialistContractor. The Specialist Contractor will be responsible for any errors or omissions inthe drawings/documents and for meeting all requirements of the Contract Documents.

The Specialist Contractor shall allow adequate time for the re-submission of drawings forfurther comment where requested. Where drawings are marked with comments, it willbe the Specialist Contractor's responsibility to ensure that drawings are amended asrequired and to bring to the Exhibition Designer's attention, where re-submitted drawingsvary from the Exhibition Designer's requirements.

Schedule H General Specifications - Bank Negara Malaysia · Schedule H General Specifications...

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