ARCHITECTURAL SPECIFICATIONScompleteconstructionsaust.com.au/wp-content/uploads/...Tel: (02) 9699 3487 Fax: (02) 9699 4262 34 Holmes Ave, Campbell, Canberra – Architectural Specifications

34 Holmes Ave, Campbell, Canberra – Architectural Specifications –Issue A – December 2015 1

ARCHITECTURAL SPECIFICATIONS Issue A - December 2015 For 34 Holmes Ave, Campbell, Canberra Demolition of existing house, garage and parts of the driveway, construction of a new 5 bedroom house over three levels with double garage and boat store construction of new pool and spa and pond and other associated work as described in the drawings, specifications and other documents. Prepared by: Virginia Kerridge Architect Pty Ltd G 03/59 Great Buckingham Street Redfern NSW 2016 Email: [email protected] Tel: (02) 9699 3487 Fax: (02) 9699 4262


TABLE OF CONTENTS INFORMATION FOR TENDERERS 3GENERAL CONDITIONS OF TENDERING 4CERTIFICATE OF INSURANCE 5SUPPLEMENTARY CONDITIONS OF CONTRACT 6MONETARY SCHEDULES – PRIME COST AND PROVISIONAL SUMS 13BUILDERS WORK SCHEDULES 14SECTION DEMOLITION 15SECTION ASBESTOS REMOVAL 16SECTION EXCAVATION & FILL 17SECTION TERMITE CONTROL MANAGEMENT 19SECTION WATER DISTRIBUTION 20SECTION SANITARY SEWERAGE 22SECTION PIPED ENERGY DISTRIBUTION 23SECTION STORM DRAINAGE 24SECTION UNIT PAVERS 25SECTION FENCES & GATES 26SECTION CONCRETE 27SECTION EXPOSED CONCRETE FLOORING 29SECTION EXPOSED CONCRETE SILLS 30SECTION CONCRETE SCREEDS (GRANOLITHIC) 31SECTION BRICKWORK 32SECTION BLOCKWORK 33SECTION STRUCTURAL STEEL 34SECTION COLD FORMED METAL FRAMING (LOAD BEARING) 35SECTION METALWORK 36SECTION GLASS BALUSTRADES 37SECTION ARCHITECTURAL METALWORK, FIXTURES & WHITEGOODS 38SECTION CARPENTRY 39SECTION FIBRE CEMENT PRODUCTS 41SECTION JOINERY (SITE BUILT) 42SECTION TANKING 44SECTION WET AREA MEMBRANE 45SECTION THERMAL INSULATION 46SECTION ACCOUSTIC INSULATION 48SECTION MEMBRANE ROOFING & PLUMBING 49SECTION METAL ROOFING, SIDING & PLUMBING 50SECTION FALL-ARREST EQUIPMENT 52SECTION DOORS & DOOR FRAMES 53SECTION GARAGE DOOR 55SECTION METAL WINDOWS & GLAZING 56SECTION TIMBER WINDOWS & GLAZING 58SECTION DOOR / WINDOW SECURITY 59SECTION HARD PLASTER 60SECTION CEMENT RENDER 61SECTION PLASTERBOARD 62SECTION DRY WALL PARTITIONS 63SECTION CERAMIC TILE 65SECTION SUSPENDED CEILING 66SECTION STONE PANELS AND FLOORING 67SECTION FLOATING FLOORING 68SECTION WOOD STRIP FLOORING 69SECTION CARPET 70SECTION PAINTING 71SECTION TOILET & SIMILAR COMPARTMENTS 73SECTION GLASS SHOWER COMPARTMENTS 74SECTION MIRRORS 75SECTION MANUFACTURED CASEWORK - SHOP BUILT 76SECTION FLOOR MATS & FRAMES 77SECTION CONCRETE INSITU SWIMMING POOLS, SPAs and PONDS 78SECTION ENTRY SURVEILLANCE 79SECTION FLOOR DRAINS 80SECTION WATER STORAGE TANKS 81SECTION AIR CONDITIONING 82SECTION ELECTRICAL DISTRIBUTION 83SECTION LOW VOLTAGE LIGHTING 85SECTION COMMUNICATION CABLING 86SECTION FIREPLACE 87

INFORMATION FOR TENDERERS


INFORMATION FOR TENDERERS

1. The Project

Demolition of existing house, garage and parts of the driveway, construction of a new 5 bedroom house over three levels with double garage and boat store construction of new pool and spa and pond and other associated work as described in the drawings, specifications and other documents.

2. The Contract

Cost Plus with fixed PC / PS items not subject to raise and fall.

3. Conditions of contract National Public Works Conference – NPWC 3 1981: General Conditions of Contract. AS 2124 General Conditions of Contract – Annexure Series. AS 4000 General Conditions of Contract Series. AS 4300 General Conditions of Contract for design and construct Series. AS 4902 General Conditions of Contract for design and construct Series.

4. Tenders

The proprietor reserves the right to reject the lowest or any tender or an otherwise conforming tender. Comply with AS 4120 1994 Code of Tendering.

5. Tender Documents Initial set available without fee from the architect. Further copies from the Architect will be made available if required at cost.

6. Alternative Proposals

Submit tenders in accordance with the tender documents. Alternatives may be considered with prior consultation of the Architect.

7. Permissions to visit the Site Tenderers may visit the site as arranged with the Architect and the proprietor.

8. Schedule

Submit a statement of the number of working days required from start to finish date of the contract with proprietor occupancy date noted.

9. Tender Enquiries All enquiries during the tender period should be directed to the Architect.

10. Consultants For this project, the proprietor has appointed the following consultants: Comply with AS 4122 2000 General conditions of contract for engagement of consultants. Architect: Virginia Kerridge Architect

Virginia Kerridge: [email protected] Ph- 9699 3487

Surveyor: Capital Surveys

Richard Ulrich Schneider Ph - 02 6230 3577 Structural Engineer: Sellick Consultants Don McInnes Ph - 02 6201 0200 Hydraulic Engineer: Sellick Consultants Luke Hall Ph - 02 6201 0200 Landscape Architect: JILA Jane Irwin Ph - 02 9212 6957

END OF DOCUMENT

GENERAL CONDITIONS OF TENDERING


GENERAL CONDITIONS OF TENDERING

1. Tender Items 2. Submit Tenders to include comprehensive works as indicated in all tender documentation, including provisions and

costing for the inclusion of all PS and PC items as required. Refer to PS and PC items schedule. Submit Tenders to include a full trade brake up. All PC / PS items to be agreed with client prior to construction. The client will reserve the right to exclude any PC / PS item from the works, and / or reject any nominated contractors / sub contractors / suppliers of any PC / PS items.

3. Tender Documents

The tender documents include the “Information for Tenderers”, the “General Conditions of Contract”, the “Supplementary Conditions of Contract” the specifications, drawings, schedules and any other documents issued by the architect for the purpose of tendering (available at point of issue of documents). Explanations or amendments to the tender documents will not be recognised unless in the form of written addendum issued by the architect.

4. Tenderer to Inform Himself and Subcontractors The Tenderer is deemed to have: A: Examined the tender documents, the site and its surroundings and other information made available. B: Examined information relevant to the risks, contingencies, and other circumstances having an effect on his tender

and which is obtainable by the making of enquiries. C: Satisfied himself as to the correctness and sufficiency of his tender and that his tender covers the cost of complying

with the obligations of the tender documents. D: Advised suppliers and subcontractors of the requirements of the preliminary and trade sections of the

specifications. 5. Discrepancies, Errors and Omissions in Tender Documents

If a tenderer finds any discrepancy, error or omission in the tender documents, notify the architect, in writing, prior to the closing of tenders.

6. Submissions of Tenders A: Submit tender including individual trade break ups and indicate all allowances and exclusions. B: Include an address for service of notices for the purpose of this tender and subsequent contact. C: Sign the tender, or if the tenderer is a corporation or company sign the tender with company seal. D: The tender is to cover all of the work described in the tender documents. E: Do not alter or add to tender documents except as required by these General Conditions of Tendering.

7. Lodgement of Tenders

Lodge tender directly with the Architect in written format via mail or email. 8. Trade Names

Trade or proprietary names, brands, catalogue or reference numbers are specified in the tender documents. A successful tenderer may offer material or equipment of similar characteristics or type, quality, appearance, finish, method or construction and performance, after the Letter of Acceptance of tender has been issued.

9. Customs Duties

In the tender, all for customs duty and other similar charges applicable to imported materials, plant and equipment required for work described in the tender documents.

10. Discrepancies, Errors and Omissions in Tender Documents

A: Notwithstanding other requirements of the tender documents, the proprietor or architect may require a tenderer to submit additional information to allow further consideration of his tender.

B: Should the tenderer fail to submit the information so required by the date and time stipulated by the proprietor or architect the tender may be treated as informal.

11. Acceptance of Tender

A tender will not be deemed to have been accepted unless and until a Letter of Acceptance is handed to the tenderer or is sent by registered post to the address stated in the tender form for service of notices.

END OF DOCUMENT

CERTIFICATE OF INSURANCE


CERTIFICATE OF INSURANCE

Submit each Certificate to the Principal via the Architect before commencement of work 1. PUBLIC LIABILITY INSURANCE.

2. WORKERS COMPENSATION AND EMPLOYER’S LIABILITY.

3. HOME WARRANTY INSURANCE.

END OF DOCUMENT

SUPPLEMENTARY CONDITIONS OF CONTRACT



1. Documentation, Information to Subcontractors, Suppliers and Installers

A. The Builder must refer to all documentation provided to him before the commencement of works, and throughout all works, including the documentation provided by all other consultants. The builder must inform the Architect, and all relevant consultants of any discrepancies within the documents as they may arise, and seek clarification.

B. The Builder must advise all subcontractors, suppliers, and installers of material/s of all requirements relating to this project.

2. Asbestos at the site

ADVICE TO OWNER AND ARCHITECT REGARDING ASBESTOS REMOVAL The building owner is responsible for the detection of any asbestos material on an existing site, or in an existing building to be demolished or renovated. It is a responsibility of the owner to engage a specialist consultant to identify asbestos material, hazardous or toxic substances from the site or adjacent areas and to comply with applicable laws and regulations. Building work on such sites may only proceed after the architect has received a written document from the relevant authority which states that asbestos and hazardous materials have been totally removed. If any such material is discovered on the site after work has started the work will be authorised by the architect to cease immediately, the client advised and asked to proceed in accordance with the previous paragraph. The architect will require the client to indemnify the architect against any claim relating to liability or loss relating to the detection, abatement, removal and disposal of asbestos, hazardous and toxic substances. Reference: Section ASBESTOS REMOVAL.

3. Interpretation of Drawings Check dimensions on site before proceeding with the work of the contract. Notify architect of omission or conflict in drawings and their relation to specifications prior to commencement of any related work.

4. Interpretation Supply: Supply only - do not install. Provide: Supply and install. Required: Required by the contract documents or by the local council or statutory authorities. Proprietary: Identifiable by naming the manufacturer, supplier, installer, trade name, brand name, catalogue or reference number.

5. Standards

Use referenced Australian or other standards (including amendments) which are current one month before the date of the contract except where other editions or amendments are required.

6. Manufacturers’ or suppliers’ recommendations Select, store, handle and install proprietary products or systems in accordance with the current published recommendations of the manufacturer or supplier.

7. Scope of Work The Works comprise the building and construction and associated works and services as set out in detail elsewhere in the documents and drawings. Construction for durability and low maintenance are essential prerequisites to carrying out the Works. Items of this Work entered in this specification as PC Items may be excluded from the Scope of Works at the discretion of the Proprietor. Landscape items, as nominated in the documents, are not included in this Scope of Works apart from retaining walls, concrete pavers and paths, decks and driveway grass pavers.

8. Set out and Dimensions The builder shall be responsible for verifying all dimensions and levels prior to the commencement of work and fabrication of elements as the Works proceed. The levels supplied as noted on drawings are set out by the surveyor. The builder shall notify the architect of any deficiencies in dimensions and details prior to setting out work. If any discrepancy exists between figured and scaled dimensions the figured dimensions shall prevail. Where no dimension appears and is required, the builder shall contact the architect. Do not scale drawings which are clearly diagrammatic and/or marked ‘not to scale’ or NTS. All work is to be set out by a qualified surveyor prior to construction.

9. Hydraulic Services The Hydraulic Engineer is to specify all concerns regarding greywater and rainwater tank. Any amendments to the documentation are to be confirmed with the Architect prior to construction.

10. Structural Design The Structural Engineer is to specify all concerns regarding structural design. Any amendments to the documentation are to be confirmed with the Architect prior to construction.



11. Construction Progress Bar Graph Within FOURTEEN (14) calendar days after the date of Letter of Acceptance of tender, submit to the architect a detailed chart of the plan of progress, in Bar Graph form. For each item of work provide graph showing planned progress with planned monthly quantities and with space or other provision for entering actual progress. The architect may require the builder to provide an amended bar graph within SEVEN (7) days of being requested to do so. Submit bar-graph at monthly intervals showing actual progress.

12. Subcontractors and Suppliers Within SEVEN (7) days of receipt of the Letter of Acceptance, supply to the architect a complete list of subcontractors and suppliers proposed for the Works. The proprietor, through the architect, reserves the right to reject any so listed.

13. Indemnity of Proprietor A. Indemnify, and keep indemnified the proprietor against claim, demand, action, suit or proceeding that may be

brought or made against the proprietor by any other person who has entered into a contract with the proprietor to execute work associated with the project.

B. Submit evidence of such insurance in respect of loss, damage or expense incurred by that other person by reason of an act, default or neglect of the builder in the performance of his obligations under the contract or arising out of or as a consequence of delay by the builder in executing or failing to complete work under the contract and also from costs and expenses that may be incurred by that other person in connection with such claim, demand, action, suit or proceeding.

C. Do not proceed with work under the contract until evidence of Indemnities and Insurances required herein, is submitted in writing to the architect.

14. Approvals, Services, Fees and Tax

A. The following documents have been submitted by the proprietor, via the architect and fees paid for: Planning permit and/or D.A. Building Approval

B. Be responsible for the connection of services, water, sewerage, drainage, electricity and gas etc. Apply for such permits, pay for fees and charges levied by relevant bodies for such connections. Issue necessary notices to such bodies. Obtain and pay for scaffolding permit. In later trade sections where permits are required to be issued by local authorities a note to this effect is provided for the subcontractor: “Apply for permits and pay required fees and charges to responsible authorities. Provide permits and approval certificates to builder”.

C. Pay Tax on items where such tax is applicable. If Tax is not applicable, request from the proprietor, via the architect, a Tax exemption certificate for use when ordering specified materials.

D. Pay fees, where applicable, relating to “Workplace Health and Safety” Acts and other state or local government acts.

15. Site Control

A. Be responsible for activities on the site including providing access for authorised persons and restricting access by unauthorised persons. Take necessary precautions to secure the assets of the proprietor.

B. Except as otherwise provided in the contract, delivery of materials for the works, space for storage of same and for building sheds, office and workshops will be allowed only as directed by the builder.

C. Do not store waste building materials and flammable liquids in the building. D. Take proper precautions to keep poisons and other injurious substances in places secured against access by

unauthorised persons.

16. Compliance with Ordinances, etc. Whenever work or type of plant or machinery, etc. is required either by the specification or by the relevant statutory authority, provide full details of such work, plant, etc. to the relevant statutory authority and make such applications, etc. as may be required within 2 weeks of receipt of Letter of Acceptance. In such cases, approval given by the architect to data submitted by the builder will not necessarily imply that such data meet the requirements of the relevant statutory authority.

17. Site Amenities and Meetings A. Provide statutory and necessary amenities and sanitary facilities for site workers where such are not already

available in suitable locations. Maintain in working condition and clean daily. Comply with union requirements. B. Provide accommodation on the site of sufficient size to hold regular site meetings of building foreman, architect

and consultants (assume total of eight people), with table and chairs, lighting and heating. C. Arrange for site meetings to occur at regular intervals throughout the contract period. Advise architect and

consultants of meeting times, keep accurate records of each meeting, and issue to each Attendee a copy of the record within 3 days of each meeting.

18. Temporary Fire Extinguishers

Maintain fully charged, and accessible fire extinguishers as are necessary for the care and safety of the Works, as required by local Fire Authority.

19. Telephone and Email Provide an email address which is readily available to the Site Manager for communications during works. Provide either a mobile telephone or a telephone service and pay costs of installation, rental, calls and



removal.

20. Light and Power Provide temporary electric light and power supply during construction and pay charges connected therewith. Provide sufficient of each as required for execution of work specified.

21. Water Provide and maintain a temporary water supply sufficient for executing the work under the contract. Disconnect and clear away same on completion and pay costs and charges in connection therewith. Provide tapping of main supply if required.

22. Project Identification Sign Provide and erect a project identification sign in accordance with the requirements of the Council and the Principle Certifying Authority, and erect same on the site as directed and maintain same in good condition throughout the currency of the contract. The sign will remain the property of the builder. Remove same from the site on completion of the Works.

23. Commencement of Work Notwithstanding that possession of the site has been given to the builder, the builder will not be permitted to commence work on the site until he has provided: A. Security and insurances required by the conditions of the contract: refer to document certificate of insurance. B. Construction Certificate is obtained from the Principle Certifying Authority AND commencement of works authority

and notification is given to the principle

24. Adjacent Premises Ensure that the work is carried out without damage to and with a minimum of nuisance or annoyance to the occupants of adjacent premises. Provide a thorough photographic record of surfaces of existing buildings adjacent to the site.

25. General Attendance on Subcontractors General attendance will include taking delivery, assisting to unload, storing and protecting subcontractor's materials and for allowing subcontractors ample working space, free use of water, electricity (unless otherwise described), scaffolding, hoists and ordinary plant, etc., and messing and sanitary accommodation and for cutting away, building in and protecting finished work and making good.

26. Precautions in Carrying Out Work Under the Contract Unless otherwise specified in the contract, observe, in the absence of statutory requirement to the contrary, the relevant current Australian Standard published by Standards Australia relating to storage, transport, use of materials, explosives, fire precautions in arc or flame cutting, flame heating and arc or gas welding operations, plant and equipment, work processes and safety precautions.

27. Joining Up Existing Buildings Where the method of joining up of old and new work is not otherwise specified, the cut away and join up in a manner approved by the architect and made good by relevant trades to match existing adjacent work.

28. Interference with Existing Services Notify the Project Manager of connection, disconnection or interference with existing services. Repair, to the satisfaction of the architect, damage which occurs to services during currency of the contract.

29. Damaged Services Where existing services at or adjacent to the site are in non-optimum condition, arrange for an inspection by the Project Manager and the Officer-in-charge of the area responsible for such service. At such meeting, record the condition and follow instructions when issued in writing by the Project Manager.

30. Solid, Liquid and Gaseous Contaminants A. Be responsible for the proper disposal of solids, liquid and gaseous contaminants. B. Discharge gaseous contaminants in such a manner that they will be sufficiently diluted with fresh air that the

toxicity will be reduced to an acceptable level. C. Subject to statutory and local requirements, liquid contaminant may be contained in approved vessels for disposal

at sites approved by the relevant authority. D. Dispose of solid contaminants by removal from the site to locations approved by the relevant authority.

31. Disposal of Refuse Remove refuse from construction operation (including food scraps and the like) from the site at frequent intervals.

32. Explosive Devices Do not use powder powered fixing tools.

33. Dimensioning Do not scale drawings.



34. Shop drawings Shop drawings mean complete drawings showing details of fabrication, assembly, installation, fixing and waterproofing methods of specific items or components. Include necessary explanatory notes and specifications. When preparing shop drawings, do the following : A. Include provision in construction programme for the production and distribution of shop drawings. B. Refer discrepancies discovered in the contract documents to the architect for direction. C. Verify relevant dimensions. Dimension drawings so that the items or components fit accurately into the required

positions. D. Ensure that shop drawings conform with the requirements of the contract. E. Produce drawings of consistent standard size and presentation. F. Submit 4 initial copies, 1 of each of the following : Specialist subcontractor, builder, architect, relevant consultant.

Subcontractor submits 4 and gets 1 back. builder submits 4 and gets 2 back. All parties retain 1 copy. If amendments are required, 1 copy will be marked and returned to the builder for amendments to the original shop drawings. (This process may be repeated until the architect considers that the shop drawings are satisfactory.) Do not fax shop drawings as they are often illegible on receipt. PDF of shop drawings may be acceptable at the architect’s discretion.

G. When the shop drawings are satisfactory, 1 copy will be stamped by the architect. Provide also as required for the builder's site office, manufacturers or subcontractors.

H. Acceptance of shop drawings implies only that the builder's interpretations of the relevant requirements of the contract are generally correct, but in no way relieve the builder of his obligations under the contract to construct and complete the Works correctly and accurately.

I. Do not order, manufacture, assemble or supply any item or component needed according to requirements of shop drawings until the architect returns the applicable stamped drawings.

35. Care of the Works

A. Delivery, handling and storage: deliver, handle and store products in accordance with manufacturer's recommendations and by methods and means which will prevent damage, deterioration, and loss including theft. Control delivery schedules to minimise long-term storage of products at site and over-crowding of construction spaces. In particular, co-ordinate delivery and/or installation to ensure minimum holding or storage times for products recognised to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other sources of loss.

B. Limiting exposure of work : To the extent possible, through control and protection methods, supervise performance of work in a manner which will ensure that none of the work, whether completed or in progress, will be subjected to harmful, dangerous, or damaging exposures during construction period.

C. Cleaning and protection of finished work : General : during handling and installation of work as project proceeds, clean site and protect work in progress and adjoining work on a basis of perpetual maintenance. Apply suitable protective covering on newly installed work where required to ensure freedom from damage or deterioration at a time of Practical Completion; otherwise, clean and perform maintenance on newly installed work as frequently as necessary throughout remainder of construction period. Adjust and lubricate operable components to ensure equipment operates as intended.

36. General Product Compliance

A. Provide products which comply with requirements, and which are undamaged and unused at time of installation, and which are complete with accessories, trim, finish and features required by regulation, and other devices and details needed for a complete installation and for intended use and effect.

B. Standard products: where available, provide standard products of types which have been produced and used previously and successfully on other projects and in similar applications.

C. Continued availability: where additional amounts of a product, by its application, are likely to be needed by proprietor at a later date for maintenance and repair or replacement work, provide a standard, domestically produced product which is likely to be available to proprietor at such later date.

D. Manufacturer's recommendations: where installations include manufactured products, comply with manufacturer's current and applicable recommendations for installation, to whatever extent these are more explicit or more stringent than applicable requirements indicated in contract documents. At completion of project, provide to the architect a copy of each set of manufacturer's recommendations which have been used in the work of each trade.

E. Manufacturer's data sheets: where this specification requires, obtain 2 copies of the current data sheets issued by the manufacturer of specified component. Retain 1 copy for use on site and submit the other to the architect as a record of instructions followed on the site.

37. Builder’s Quality Control

A. Inspect each item of materials or equipment immediately prior to installation and reject damaged or defective items.

B. Provide attachment and connection devices and methods for securing materials properly as they are installed, true to line and level, and within recognised industry tolerances unless otherwise indicated. Allow for expansion and building movements. Provide uniform joint widths in exposed Work, organised for best possible visual effect. Refer questionable visual effect choices to the architect.

C. Re-check measurements and dimensions of the Work as an integral step before starting each installation. D. Install work during conditions of temperature, humidity, exposure and weather which will ensure the best possible

results for each part of the work, or component or treatment as necessary to prevent damage and deterioration.



E. Co-ordinate enclosure and closing-in of work with required inspections and tests, so as to avoid necessity of uncovering work for that purpose.

38. Occupational (Workplace) Health and Safety

Be responsible for the maintenance of a satisfactory safety system on site. Provide evidence to the architect of full compliance with the provisions of the relevant state Health and Safety Act. It is the responsibility of the contractor and subcontractors to use the safety equipment as required by law. Be aware that the owner, designer, contractor and each party responsible for contributing to the project have a duty of care for compliance with legal requirements for Occupational Health and Safety both during construction and when the building is in use. The parties should obtain local legal advice regarding relevant State law.

39. Material/Colour Selections Refer to the Materials and Finishes Schedule. A. The architect will prepare a master colour schedule indicating the required colour, finish, pattern, material, texture

and other pertinent information in connection with interior and exterior finishes. B. To facilitate the preparation of such a schedule, submit within fifteen days following date of award of contract,

unless otherwise extended by the architect, the names and products of those manufacturers whose products are proposed for use within the framework of the specifications wherever colour, finish, pattern, texture and other related information is a consideration.

40. Miscellaneous Completion Procedures

A. Removal of Protection: except as otherwise indicated or requested by architect, remove temporary protection devices and facilities installed during course of the work to protect previously-completed work. Where secured to exposed-to-view new work or existing to remain, remove evidence of protection devices. Remove protection within 5 days before Practical Completion.

B. Trade Cleaning: as each trade completes its work in each area of the building, the subcontractor is required to be responsible for "broom clean" standard of cleaning in that area.

41. Final Cleaning

Final Cleaning: provide final cleaning of the work of this specification, at time indicated, consisting of cleaning each surface of unit of work to normal 'clean' condition expected for a first class building cleaning and maintenance programme. Examples of required cleaning are : A. Remove labels which are not required as permanent labels. B. Clean transparent materials, including mirrors and window/door glass, to a polished condition, removing

substances which are noticeable as vision-obscuring materials. Replace broken glass and damaged transparent materials.

C. Clean exposed exterior and interior hard surfaces finished, to a dirt free condition, free of dust, stains, fingermarks, films and similar noticeable distracting substances. Except as otherwise indicated, avoid disturbance of natural weathering of exterior surfaces. Restore reflective surfaces to original reflective condition.

D. Wipe clean surface of mechanical and electrical equipment; remove excess lubrication and other substances. E. Remove debris and surface dust from limited access spaces. F. Clean concrete floors broom clean. G. Vacuum clean carpet and similar soft surfaces. H. Clean plumbing fixtures to a sanitary and polished condition, free of stains including those resulting from water

exposure. I. Clean light fixtures and lamps so as to function with full efficiency. J. If permanent lighting fixtures have been used for construction purposes replace globes with new. K. Clean project site, including planted sections and footpaths, of litter and foreign substances. Sweep paved areas

to a broom clean condition; remove stains, petro-chemical spills and other foreign deposits. L. Label keys for locks accurately and provide in duplicate to the Architect at the completion of the project.

42. Clean Site and Access Roads Be responsible for maintaining clean roads and access. Remove and clean away mud, building debris from footpaths, gutters, drains, walls etc. when such occurs.

43. Warranties Comply with the statutory requirements applicable in the site location.

44. Authority Approvals and Certificates A. Prior to the issue of Practical Completion Notice for the whole or section of the work, lodge with the Project

Manager relevant certificates issued by local authorities. B. Produce to the architect a certificate of clearance of reinstatement of damage to footpaths and road, etc. from the

appropriate Road Authority or Council Engineer before issue of Practical Completion Notice.



45. Contract Stamp Duty If contract is liable to stamp duty, provide to the Project Manager at time of signing the contract, duty stamps to the value required by the state in which the project is being constructed, together with 1 new copy of the printed Conditions of Contract being used in this project.

46. Asbestos Use no asbestos products or asbestos based materials in any part or parts of this building or its services and ensure that subcontractors, nominated subcontractors, suppliers and others are advised of this restriction. No compensation will be paid if asbestos is brought on to the site and subsequently discovered and if discovered such removal and consequential making good or costs will be totally at the expense of the builder.

47. Patent Rights Ensure that no patent is infringed and that unless otherwise specified, amounts payable and conditions imposed in respect of the manufacture, use or exercise of patented invention are paid and complied with. Indemnify the proprietor against claims, damages, costs, charges and expenses in any way whatsoever arising out of the manufacture, use or exercise by the builder of patented invention.

48. Record of Services Obtain from the Project Manager, 2 additional copies of the drawings and mark thereon the exact position and route of underground piping as actually laid, by dimensions from boundaries, buildings and other fixed points. Dimension and check the position of valves, branches, inspection openings and the like before the work is covered up. Record on the drawings the invert levels of drains and other relevant piped services. Variations in position of size of the pipes, valves and the like within the building to be marked on these sets of drawings and be checked by the builder. Provide the dimensioned drawings to the architect on completion to enable an exact record of the whole installation to be made for use in future maintenance.

49. Minor items

Minor items not expressly mentioned in this specification or the associated drawings but necessary for the satisfactory completion and performance of the Works shall be supplied and executed by the builder without adjustment to the Contract sum. Such items should also be confirmed with the Architect prior to construction.

50. Prime Cost Sums Refer to Schedule of PC Items. The builder shall allow for the installation and building in of all items listed in the Schedule of PC Items, and for all coordination of subcontractors required to satisfactorily complete the Works.

51. Provisional Sums Refer to Schedule of PS Items. The builder shall allow for the installation and building in of all items listed in the Schedule of PS Items, and for all coordination of subcontractors required to satisfactorily complete the Works.

52. Builder to inform himself

The Builder shall be deemed to have: - examined all the information made available to him by the Principal for the purpose of tendering including the Drawings, Specification, Schedules, Conditions of Tendering, and the like; and - examined all information relevant to the risks, contingencies and other circumstances which could affect his tender, and which is obtainable by the making of reasonable enquiries; and examined the Site and its surroundings; and - informed himself as far as practicable of all relevant physical conditions upon and below the surface of the Site including adjacent areas for services connections and the climatic conditions at or near the Site; and - informed himself as far as practicable of the nature of the work and the materials necessary for the execution of the work under the Contract, the means of access to and facilities at the Site including adjacent areas for services connections, and transport for deliveries to the Site; and - informed himself as to the availability of labour and the accommodation required; and - satisfied himself as to the correctness and sufficiency of his tender for the work under the Contract, and that the rates and prices stated therein cover the cost of performing all his obligations under the Contract. Failure by the Builder to do all or any of the things he is deemed to have done under this clause will not relieve him of his liability to perform all his obligations under the Contract.

53. Approved Sub-contractors

The Builder shall inform the Superintendent for his approval of the proposed subcontracting of the work. The Superintendent's approval may not unreasonably be withheld. Although the Specification may name one or more approved sub-contractors for a part of the work (whether it be to supply and fix, or to supply or fix, materials or goods or to carry out work on the site) for which no provisional sum has been included, the Contractor is not authorised to sub-contract that part of the work until he has applied for and obtained the written approval of the Superintendent.



54. Payment of workers and subcontractors A. Before the principal makes each payment to the contractor, the architect may, NOT LESS THAN 5 DAYS before

a payment certificate is due, in writing request the contractor – 1. to give the Project Manager a statutory declaration by the contractor or, where the contractor is a

corporation, by a representative of the contractor who is in a position to know the facts declared, that all workers who have at any time been employed by the contractor on work under the contract have at the date of the request been paid all moneys due and payable to them in respect of their employment on the work under the contract; and

2. to provide documentary evidence to the Project Manager that at the date of the request all workers who have been employed by a subcontractor of the contractor have been paid all moneys due and payable to them in respect of their employment on the work under the contract.

B. Not earlier than 14 days after the contractor has made each claim for payment, and before the principal makes that payment to the contractor, provide to the architect a statutory declaration by the contractor or, where the contractor is a corporation, by a representative of the contractor who is in a position to know the facts declared, that all subcontractors have been paid all moneys due and payable to them in respect of work under the contract.

C. If the contractor fails- 1. within 5 days after a request by the Project Manager to provide the statutory declaration, or the documentary

evidence (as the case may be) required, or fails : 2. to comply with these requirements, payment of moneys to the contractor may be withheld by the principal until

the statutory declaration or the documentary evidence (as the case may be) is received by the Project Manager. If the contractor provides to the architect satisfactory proof of the maximum amount due and payable to workers and subcontractors by the contractor, the principal may not withhold any amount in excess of the maximum amount. At the written request of the contractor, from and out of, moneys payable to the contractor, the principal may on behalf of the contractor make payments directly to any worker or subcontractor. If any worker or subcontractor obtains a court order in respect of moneys referred to in clause B or C above and produces to the principal the court order and a statutory declaration that it remains unpaid, the principal may pay the amount of the order, and costs included in the order, to the worker or subcontractor and the amount paid will be regarded as a debt due from the contractor to the principal. After the making of a sequestration order or a winding up order in respect of the contractor, the principal may not make any payment to a worker or subcontractor without the concurrence of the official receiver or trustee of the bankrupt or the liquidator as the case may be.

55. Completion

Warranties: Name the owner as warrantee and give the owner copies of manufacturers’ warranties. Instruction manuals: Give the owner manufacturers’ instruction manuals. Cleaning: Refer to cleaning paragraph of this section. Operation: Ensure moving parts operate safely and smoothly. Surveyor’s certificate: Give the owner a certificate which confirms that the work, including boundary fences, has been correctly located. The builder is responsible for confirmation that all work is within the site boundary. Authorities’ approvals: Give the owner evidence of approval of the local council and statutory authorities whose requirements apply to the work. Keys: Give the owner two keys for each set of locks keyed alike and two keys for each lock keyed to differ.

END OF SECTION

MONETARY SCHEDULES – PRIME COST AND PROVISIONAL SUMS


MONETARY SCHEDULES – PRIME COST AND PROVISIONAL SUMS

Prime Cost and Provisional Sums Make allowances for the handling, building in, and coordination of required subcontractors as necessary to include all indicated items in the Works. Actual and final costs of all PC and PS Items to be confirmed by the builder prior to commencing with any related activity, and shall be added or deducted from the cost of the Works. Refer to Tender Items in Section 1 of “General Conditions of Tendering” and also to the PC Item Schedule

END OF DOCUMENT

BUILDERS WORK SCHEDULES


BUILDERS WORK SCHEDULES

IN ALL CASES BELOW THE LOCATION OF AND SIZE OF OPENINGS IS TO BE DISCUSSED ON SITE WITH THE ARCHITECT BEFORE STARTING WORK. SCHEDULE OF BUILDER’S WORK ITEMS - MECHANICAL SERVICES Provide for the mechanical services contractor: 1. Clear openings through the building structure for passage of ductwork, pipes etc., and openings in doors or walls

for the passage of return and relief air. 2. Access openings in ceilings, bulkheads, walls and at other positions as required for adjustment and access by

mechanical services subcontractor. 3. Cutting, patching, framing up, furring in and making good associated with the building structure for the passage of

pipes, ductwork, grilles, etc. Details will be supplied by the mechanical services subcontractor. 4. Penetrations through roof and walls, including flashings, collars etc. 5. Provision of temporary lighting, 240V power, gas, water and other services required for the installation and testing

of the mechanical services. 6. Provision of hot water outlets and connection pipe tails to outlets. The mechanical services subcontractor will

provide hot water piping terminating in tails adjacent to outlets. SCHEDULE OF BUILDER’S WORK ITEMS - ELECTRICAL SERVICES Provide for the electrical services contractor: 1. Provision of temporary lighting, 240V power and other services as required for the installation and testing of the

electrical services. 2. Chasing and making good for conduit access for skirting wiring duct, GPOs, switches etc. 3. Supply and installation of access openings where required. 4. Provision of electrical and telephone riser cupboards and floor penetrations. 5. Provision of sign writing to distribution board and telephone cupboards, etc. 6. Provision of openings for luminaires to sizes required by the electrician. SCHEDULE OF BUILDER’S WORK ITEMS - HYDRAULIC SERVICES Provide for the hydraulics contractor: 1. Pit for Sewer pump. 2. Clear openings through building structure for passage of piping and fittings. 3. Access openings as required for hydraulic pipes. 4. Access doors as required for sewer inspection points. 5. Trenching and back filling and making good of existing works, for underground hydraulic works, including gas.

END OF DOCUMENT

SECTION DEMOLITION


SECTION DEMOLITION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Demolish the existing house, carport and parts of the driveway as shown on the demolition plan, clear site from debris, protect vegetation as outlined in relevant documents for commencement of site works. Clean site thoroughly on completion. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Excavation & fill. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 2187 Explosives - Storage, transport and use.

2187.0 1998 Terminology 2187.2 2006 Use of explosives.

AS 2436 2010 Guide to noise and vibration control on construction, demolition and maintenance sites. AS 2601 2001 The demolition of structures. AS/NZS 3012 2010 Electrical installations - Construction and demolition sites. Public and Property Protection: Provide measures required by municipal and state ordinances, laws, and regulations for the protection of surrounding property, footpaths, streets, kerbs, the public, occupants and workmen during demolition operations. Comply with the above ordinances, laws etc. in carrying out measures including barricades fences, warning lights and signs, rubbish chutes, etc.. No blasting for demolition purposes will be permitted. Exercise due care in executing this work. Make good to original condition, damage to structures to be retained including to adjacent property which results from demolition operations. Perform restoration work without expense to the proprietor. Pay fees in connection with this trade. Comply throughout with the current edition of the National Construction Code. MATERIALS Item Material required to be demolished becomes the property of the contractor. Remove it from the site. Exceptions to this clause are as follows: Boundary Brick wall – demolition and recycling of materials TBC with client. Bricks to remain property of the client. Supply equipment required to perform the work of sufficient capacity to meet the stated completion date. Provide disposal containers for disposal required. PREPARATION Inspect conditions at site before starting work Before demolishing and removing items having electrical wiring, gas and water pipes, conduit or similar items embedded in them, notify the architect and authorities having jurisdiction, and make sure that these items are out of service so that they can be removed without danger. Arrange for a professional quality photographic record of demolition. Produce for the proprietor copies of images of “before and after” demolition of typical work involved in demolition and surfaces of structures, street crossings, pavements etc. ON-SITE ACTIONS Start of work means total acceptance of conditions Burn no debris on the site. Shoring: Provide necessary shoring in accordance with structural engineering instructions. Alter, adapt, and maintain temporary works as necessary, and strike or withdraw them progressively as the work proceeds. Obtain the written consent of the structural engineer and project manager if such works are to be left in position at the completion of the work. Restore to original condition, without expense to the proprietor, any damage to remaining construction resulting from failure to provide adequate protection. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to the proprietor a Warranty covering stability of remaining structure.

END OF SECTION

SECTION ASBESTOS REMOVAL


SECTION ASBESTOS REMOVAL

ADVICE TO OWNER, PROJECT MANAGER, AND ARCHITECT REGARDING ASBESTOS REMOVAL The building owner is responsible for the detection of any asbestos material on an existing site, or in an existing item to be demolished. It is a responsibility of the owner to engage a specialist consultant to identify asbestos material, hazardous or toxic substances from the site or adjacent areas and to comply with applicable laws and regulations. Building work on such sites may only proceed after the architect has received a written document from the relevant authority which states that asbestos and hazardous materials have been totally removed. If any such material is discovered on the site after work has started the work will be authorised by the project manager to cease immediately, the client advised and asked to proceed in accordance with the previous paragraph. The project manager will require the client to indemnify the architect against any claim relating to liability or loss relating to the detection, abatement, removal and disposal of asbestos, hazardous and toxic substances. SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Identification, removal and safe disposal of materials containing asbestos fibres. Refer to drawings supplied as part of the contract documents. Nominate material to be removed. Examine the site and the relevant documents for requirements which will affect the work of this section. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work. A. Co-ordination: co-ordinate with other trades affecting or affected by the work of this section. Co-operate as necessary to

ensure steady and satisfactory progress of the work. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition Perform asbestos removal in accordance with: A. National Code Practice for the Safe removal of Asbestos 2nd Edition [NOHSC: 2002 (2005)]. B. Relevant State Government Department or State statutory authority, which has jurisdiction over the work of this section,

and which is in force at the time of tendering. C. Submit as and when required all of the reports and submissions required by the statutory authorities. D. Submit the data required in the National Code of Practice. E. Submit tenders conforming with documents. F. Provide notices to statutory authority which needs data relating to asbestos removal. Pay fees due to any statutory

authority which require, by law, fees to be paid. PREPARATION Inspect conditions at site before starting work. A. Prepare for asbestos removal in full accordance with the requirements of the National Code of Practice. B. Install decontamination facilities in a location agreed upon with the project manager and other relevant parties. C. Install required labelling and warning signs. D. Remove from the work area items which may be damaged by the work of this section. E. Protect item of furniture, surface, equipment or plant which may be damaged or soiled during the preparation for and

action of asbestos removal. Be responsible for damage resulting from asbestos removal actions, processes and other works.

ON-SITE ACTIONS Start of work means total acceptance of conditions. A. Advise the superintendent in advance of proposed removal methods. B. Comply with the requirements of the National Code of Practice and with the instructions of the authorised superintendent

of the work. C. Arrange with relevant local authorities the identification of the place to which asbestos material is to be taken from the

demolition site. Comply with requirements of the authorities. CLEANING Thoroughly clean areas in which work has been performed and those adjacent to the work area. Remove and dispose of traces of the asbestos removal process, protective materials, etc. COMPLETION Complete contracted work in accordance with contract documents and written variation orders issued by the project manager and/or architect. Leave the site in a condition suitable for the work of other trades.

END OF SECTION

SECTION EXCAVATION & FILL



SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Prepare site, excavate for basement, driveway, paving, drains, pits, foundations, slabs. Remove trees and other vegetation, including roots, where they prevent building work, paving, trenches etc. Allow for installation of material required for termite control. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Water distribution, sanitary sewerage, storm drainage, pavements, concrete. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1289.0 2000 Methods of testing soils for engineering purposes.

There are many parts to this standard, 1995 - 2009; each refers to a specific application. 1289.5.1.1 2003 Soil compaction and density tests.

AS 2187 Explosives - Storage, transport and use. AS 3660 2000 Termite management.

There are 4 parts and 2 Supplements to this standard, 1995 - 2000. AS 3798 2007 Guidelines on earthworks for commercial and residential developments. AS/NZS 4200 1994 Pliable building membranes and underlays. There are 2 parts to this standard.

4200.2 1994 Installation requirements. AS 4678 2002 Earth-retaining structures. Comply with particular specifications in Building Regulations and/or Local Council publications. Definitions: Rock: natural or artificial material encountered in the excavation which cannot be removed until broken up by mechanical means such as rippers, jack-hammers or percussion drills. Rippable Rock: Means rock which can be removed by a single tine, “D9” ripper. Non-Rippable Rock: Means all other rock. Other than Rock: other material encountered in excavation. Sub-Grade: The natural ground below the excavations. Filling: A general term for material spread and compacted over the sub-grade to make up levels to the underside of the base. Sub Base: Selected filling spread and completed over sub-grade to compacted over sub-grade to make up levels to the underside of the base. Base: A selected filling layer spread and compacted to form an acceptable working surface directly under the building. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Termite control Builder to be responsible for suitable termite

protection. Certificates and Warranty to be provided to proprietor.

Filling As instructed by Engineer. Waterproof membrane Builder to be responsible for waterproofing. Use

of Liquid applied, plastic film, and drainage cells as indicated or required. Certificates and Warranty to be provided to proprietor. Comply in all respects with manufacturer’s usage guidelines and the like. Call for technical advice where necessary.

Back filling Approved clean excavated inorganic material PREPARATION Inspect conditions at site before starting work. Clear site under building and paving of plants, trees, rocks shown on plan. Limit clearing to areas to be occupied by construction, paving or landscaping. Remove everything on or above the site surface, including rubbish, scrap, grass, vegetable matter and organic debris, scrub, trees, timber, stumps, boulders and rubble. Remove grass to a depth just sufficient to include the root zone. Grub out or grind stumps and roots over 75 mm diameter to a minimum depth of 500 mm below subgrade under construction, and 300 mm below the finished surface in unpaved areas. Stockpile site topsoil required for re-use. Protect stockpiles from contamination by other excavated material, weeds and building debris. Take possession of surplus material and remove it from the site Trees All trees plants and shrubs are to be retained unless specifically noted otherwise in the drawings or as approved or directed by landscape consultant. All trees are to be protected during construction to comply with DA conditions. If excavating near neighbours’ trees, or any trees to be retained use hand methods to locate, expose and cleanly remove the roots on the line of excavation. Refer to the landscape consultant’s drawings for any additional excavation requirements.



Environmental protection Avoid erosion, contamination, and sedimentation of the site, surrounding areas, and drainage systems. Ensure the site complies with Hydraulics drawings provided by the Hydraulics Engineer. Keep the site free of water and prevent water flow over new work. ON-SITE ACTIONS Start of work means total acceptance of conditions. Adhere to any/all Engineer’s details and/or instructions. COMPLETION Complete work in accordance with details, instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION TERMITE CONTROL MANAGEMENT


SECTION TERMITE CONTROL MANAGEMENT

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Control and/or management of termites on building site for new building and works. NOTE: TERMITES ARE WIDESPREAD THROUGHOUT AUSTRALIA. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work. Co-operate and co-ordinate with each trade involved in the constriction of the building and in particular 02315 Site Preparation and 03100 Concrete. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 3660 Termite management.

3660.1 2000 New building work. 3660.2 2000 In and around existing buildings and structures.

AS 4349 Inspection of buildings. 4349.3.2010 Timber pest inspections

Comply throughout with the current edition of the National Construction Code. Comply with requirements of statutory and local authorities having jurisdiction. MATERIALS TO BE USED Contact the Australian Environmental Pest Managers Association via www.aepma.com.au. Obtain a list of approved members who may quote for the work required. The materials to be used are determined by the method chosen and adopted. Require the sub-contractor to supply a list of materials to be used. Provide equipment needed to effect a treatment which complies with the Australian Standards. PREPARATION Inspect conditions at site before starting work Visit site and inspect conditions, comparing conditions to the drawings before delivery of materials to site. Rectify any discrepancy or unsuitability of substrata. Start of work means total acceptance of conditions. Arrange for co-operation of other trades to ensure effective pest control. Take care of materials. Prevent damage before and during installation. Co-ordinate with and ensure preparatory work by other trades is done prior to commencement of work and arrange for provision and fixing grounds. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with appropriate Australian Standard. Take care of and protect surrounding work, including other finishes, equipment and components, during installation. Provide protective covering where necessary. Comply in all respects with manufacturer’s recommendations contained in technical bulletins. Call for technical advice where necessary. Protect finished work. Clean the site where work of this trade is performed. Remove surplus material. Complete contracted work in accordance with contract documents and written variation orders issued by the project manager and/or architect. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION WATER DISTRIBUTION



SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install pipes as required for the works, to distribute water from water main supply to each required outlet. Supply and install pipes as required for the works, from hot water supply to each required outlet. Apply for permits and pay required fees and charges to responsible authorities. Provide permits and approval certificates to builder. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Sanitary sewerage, concrete, carpentry, plumbing fixtures and equipment. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1260 2009 PVC-U pipes and fittings for drain, waste and vent application. AS 1432 2004 Copper tubes for plumbing, gas fitting and drainage applications. AS/NZS 1477 2006 PVC pipes and fittings for pressure applications. AS/NZS 2032 2006 Installation of PVC pipe systems. AS/NZS 2492 2007 Cross-linked polyethylene (PE-X) pipe for pressure applications. AS/NZS 3500 2003 Plumbing and drainage. There are numerous parts to this standard, 1995-2003 AS 3688 2005 Water supply - Metallic fittings and end connectors. AS 4809 2003 Copper pipe and fittings – Installation and commissioning. AS/NZS 5065 2005 Polyethylene and polypropylene pipes and fittings for drainage and sewerage applications. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED TO HYDRAULIC ENGINEER’S SPECIFICATIONS

Item Description Cold water pipes Copper unless instructed otherwise. Hot water pipes Prelagged copper unless instructed otherwise.

General Install piping in straight lines and to uniform grades. Arrange and support the piping so that it remains free from vibration and water hammer, whilst permitting thermal movement. Keep the number of joints to a minimum. Prevent direct contact between incompatible metals. Concealment If practicable, conceal piping and fittings requiring maintenance or servicing so that they are accessible within non-habitable enclosed spaces such as roof spaces, subfloor spaces and ducts. Keep pipelines in subfloor spaces at least 150 mm above ground and ensure access can be provided throughout for inspection. Provide at least 25 mm clearance between adjacent pipelines (measured from the piping insulation where applicable). Building penetrations If piping passes through building elements provide purpose-made metal or plastic sleeves formed from pipe sections. Prime steel or iron before installation. Pipe supports Materials: The same as the piping, or galvanised or non-ferrous metals, with bonded PVC or glass fibre woven tape sleeves where needed to separate dissimilar metals. Cover plates Where exposed piping emerges from wall, floor or ceiling finishes, provide cover plates of non-ferrous metal, finished to match the piping, or of stainless steel. Tap positions Locate hot tap to the left of, or above, the cold water tap. Hot Water System Allow for 2 Rinnai Infinity Enviro continuous gas hot water system for all domestic hot water supplies. Sizes to be confirmed in consultation with plumber. Allow for Rheem gas storage hot water heater system for pool and spa hot water supplies. Size to be confirmed in consultation with plumber and pool contractor. Allow for Rheem gas storage hot water heater system for Hydraulic underfloor heating. Size to be confirmed in consultation with plumber and pool contractor. To be confirmed by Client and Architect prior to construction. Heater installation Location: Locate water heaters where they can be maintained or replaced without damaging adjacent structures, fixtures or finishes. Refer also to drawings for HWS positions, if an alternate location is preferable this is to be discussed and approved by the Architect prior to construction. Installation: Installation of these hot water systems shall be by suitably trained and qualified personnel only, and strictly to the recommendations of the manufacturer. Temperature



To reduce the incidence of hot water scalding and, for the purposes of energy efficiency, the new HWS shall deliver hot water to a maximum temperature of 50ºC at the outlets of all sanitary fixtures used only for personal hygiene. Additionally hot water delivered to the kitchen and food preparation areas should have a minimum temperature of 60 ºC. Isolating valves Provide isolation valves to water heaters. Shut off Valves Provide shut off valves to all sinks and vanities. Cleaning On completion, flush the pipelines using water and leave them clean. PREPARATION Inspect conditions at site before starting work Prepare trenches and paths of pipes through structure. The builder is to form cut outs of minimum size to take pipes. Cut outs are not to be done by plumber. ON-SITE ACTIONS Start of work means total acceptance of conditions Co-ordinate with others trades, connect supply pipes to fittings. Conceal where possible and discuss concealment with designer. Ensure correct pipe sizes and connect with complete seal. Jointing of pipes: On manufacturer’s advice, select from: Capillary, brazed, compression, pushfit, solvent-welded. Chrome plating to all exposed pipes unless noted otherwise. Provide “as built” drawings to architects showing actual dimensions and locations of pipes. Cover no pipes until local authority has issued certificate. Protect installation until completion of project. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION SANITARY SEWERAGE


SECTION SANITARY SEWERAGE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install a complete system of sewer drains as required by the works to discharge sewage waste to the authority’s sewer main as documented by the Hydraulics Engineer. Apply for permits and pay required fees and charges to responsible authorities. Provide permits and approval certificates to builder. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Excavation, water distribution, concrete, floor construction, wall construction. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1260 2009 PVC-U pipes and fittings for drain, waste and vent application. AS/NZS 1546.3 2008 Aerated wastewater treatment systems. AS/NZS 2032 2006 Installation of PVC pipe systems. AS/NZS 3500 2003 Plumbing and drainage.

3500.2 2003 Sanitary plumbing and drainage. 3500.3 2003 Stormwater drainage 3500.3.1 1998 Stormwater drainage - Performance requirements. 3500.5 2000 Domestic installations. There are numerous parts to this standard, 1995-2003.

AS/NZS 4494 1998 Discharge of commercial and industrial liquid waste to sewer - General performance requirements. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED TO HYDRAULIC ENGINEER’S SPECIFICATIONS

Item Description Sewer drain pipes as documented by the hydraulics

engineer. Concrete for pits etc. as documented by the hydraulics

engineer. Pit covers Marine Grade 316 Stainless Steel

PREPARATION Inspect conditions at site before starting work Preparation by Excavation & fill contractor. Provide a design for installation of sanitary sewerage prior to construction. ON-SITE ACTIONS Start of work means total acceptance of conditions Form straight and true trenches, maintain size and keep free of water. Bottoms of trenches to provide constant fall. Lay pipes as documented by the hydraulics engineer. Connect sanitary fittings to sewer pipes with permanently secure joints. Comply throughout with requirements of local Council and/ or authority. Backfill only after inspection. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION PIPED ENERGY DISTRIBUTION

34 Holmes Ave, Campbell, Canberra – Architectural Specifications –Issue A – December 2015

23

SECTION PIPED ENERGY DISTRIBUTION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Or: Connection to supply main pipe, distribution material, fittings valves and fueled water and air heaters, fireplaces, cooking equipment etc as documented. Apply for permits and pay required fees and charges to responsible authorities. Provide permits and approval certificates to builder. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Sanitary sewerage, concrete, carpentry, plumbing fixtures and equipment. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1260 2002 PVC-U pipes and fittings for drain, waste and vent application. AS 1432 2004 Copper tubes for plumbing, gasfitting and drainage applications. AS/NZS 4130 2009 Polyethylene (PE) pipes for pressure applications. AS/NZS 4645.1 2008 Gas distribution networks – Network management. AS/NZS 4645.2 2008 Gas distribution networks – Steel pipe systems. AS 4809 2003 Copper pipe and fittings – Installation and commissioning. AS/NZS 5601.1 2010 Gas Installations – General installations. Comply with requirements of statutory authorities having jurisdiction. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED HYDRAULIC ENGINEER’S SPECIFICATIONS

Item Description Gas meters By gas supply authority Pipe from main Galv. Steel, builder to confirm Branches to heater Galv. Steel, builder to confirm Pressure reducing valve As required, builder to confirm Domestic water heater/s 2 Rinnai Infinity Enviro continuous gas hot water

system. Sizes tbc in consultation with plumber. Pool / Spa water heater Rheem gas storage hot water heater system for

pool and spa hot water supplies. Size tbc in consultation with plumber and pool contractor.

Allow for Rheem gas storage hot water heater system for Hydraulic underfloor heating. Size tbc in consultation with floor installer.

Gas cooker New to be specified - Wolf Gas BBQ New to be specified

PREPARATION Inspect conditions at site before starting work Prepare trenches and paths of pipes through structure. Builder to form cut outs of minimum size to take pipes. Cut outs are not to be done by plumber. ON-SITE ACTIONS Start of work means total acceptance of conditions Co-ordinate with others trades, connect supply pipes to fittings. Conceal where possible. Ensure correct pipe sizes and connect with complete seal. Cover no pipes until local authority has issued approval certificate. Protect installation until completion of project. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION STORM DRAINAGE


24

SECTION STORM DRAINAGE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and lay a complete system of site storm water drainage including agricultural drains, drains below slabs and pavements, retaining wall drains, culverts, pits, frames, manhole covers, as documented by the Hydraulics Engineer. Apply for permits and pay required fees and charges to responsible authorities. Provide permits and approval certificates to builder. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Sanitary sewerage, concrete, concrete pavement, unit pavers, excavation & fill. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS/NZS 3500 2003 Plumbing and drainage.

3500.3 2003 Stormwater drainage 3500.3.1 1998 Stormwater drainage - Performance requirements. 3500.5 2000 Domestic installations. There are numerous parts to this standard, 1995-2003.

AS 3600 2009 Concrete structures. Amnd 1 2010 Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED TO HYDRAULIC ENGINEER’S SPECIFICATIONS

Item Description Stormwater pipes As instructed by Hydraulic Engineer.

Otherwise, reinforce concrete. To be confirmed with Architect.

Stormwater pipes other As instructed by Hydraulic Engineer. Otherwise, UPVC stormwater grade pipes. To be confirmed with Architect.

Steel pipes As instructed by Hydraulic Engineer. Otherwise, galvanised Steel. To be confirmed with Architect.

Agricultural drains As instructed by Hydraulic Engineer. Builder to confirm.

Culverts Concrete Pits Concrete Manhole frames and covers To be confirmed with Architect.

PREPARATION Inspect conditions at site before starting work Form straight and true trenches to hydraulic engineer’s documentation. Form trenches and bedding to provide constant falls as approved by the local authorities. Prepare trenches and paths of pipes through structure. Builder to form cut outs of minimum size to take pipes. Cut outs are not to be done by plumber. After inspection (and testing) where required, back-fill with material approved by Local Council Engineer and project manager. ON-SITE ACTIONS Start of work means total acceptance of conditions Ensure correct pipe sizes. Provide upstands to and connect to bottom of downpipes. Provide inspection openings where authority requires and where indicated by hydraulics engineer, bends and junctions. Provide complete seals at junctions and ends in accordance with manufacturers written instructions. Arrange for inspection by local authority. When issued, back fill with material approved by authority. Remove debris and clean areas beside excavation for drains. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION UNIT PAVERS


25

SECTION UNIT PAVERS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install pavers on prepared base with materials described below. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Excavation, concrete, stormwater drainage. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 2876 2000 Concrete kerbs and channels (gutters) - Manually or machine placed. AS 3727 1993 Guide to residential pavements. AS/NZS 4455 Masonry units, pavers, flags and segmental retaining wall units.

4455.1 2008 Masonry units. 4455.3 2008 Segmental retaining wall units.

AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials. Comply throughout with the current edition of the National Construction Code MATERIALS TO BE USED As specified on drawings.

Item Description Pavers / Size / Sealant Refer to finishes schedule and Landscape

Architect specification. To be confirmed with architect prior to construction. Apply sealer to manufacturers recommendations. To be confirmed with architect prior to construction.

Of each paver type supply 1% extra. PREPARATION Inspect conditions at site before starting work Prepare areas for pavers. Excavate to required depth. Dispose of surplus material where directed. Install a sample of 3 square metres. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Install edge restraints. Install layers to depth and density required. Lay to patterns indicated by architect. Trim with a concrete saw against edge restraints. Fill joints with specified sand and vibrate. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION FENCES & GATES


26

SECTION FENCES & GATES

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and installation of swimming pool fences and gates all of metal as per details. Builder to ensure fences to the pool area comply with standards and codes. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, blockwork, structural steel, carpentry, cement render, concrete insitu swimming pools, metalwork, painting. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS 1725 2010 Chain-link fabric security fencing and gates. AS 1926 Swimming pool safety.

1926.1 2007 Safety barriers for swimming pools. 1926.2 2007 Location of safety barriers for swimming pools. There are 3 more parts to this standard.

AS 2820 1993 Gate units for private swimming pools. Comply throughout with the current edition of the National Construction Code. REPARATION Inspect conditions at site before starting work Prepare footings, slabs as required. ON-SITE ACTIONS Start of work means total acceptance of conditions Construct fence vertical, straight and brace at corners. Construct according to detail drawing and any manufacturer’s instructions. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION CONCRETE


27

SECTION CONCRETE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install termite control, concrete, reinforcing steel, formwork, for strip footings, floor slabs, paving, pits, curbs etc, as documented by the Structural Engineer. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Excavation & fill, storm drainage, sanitary sewerage, pavements, concrete screeds. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1012 Methods of testing concrete. There are 27 parts to this standard, 1991-2000. AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS 2870 2011 Residential slabs and footings - Construction. AS 2876 2000 Concrete kerbs and channels (gutters) - Manually or machine placed. AS 3600 2009 Concrete structures. There are Supplements to this Standard. AS 3610 1995 Formwork for concrete. There are Supplements to this Standard.

3610.1 2010 Documentation and surface finish. AS 3727 1993 Guide to residential pavements. AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials. AS/NZS 4671 2001 Steel reinforcing materials. SAA HB 64 2002 Guide to concrete construction. SAA HB 71 2002 Reinforced concrete design in accordance with AS 3600 2001. SAA HB 84 2006 Guide to concrete repair and protection. SAA HB 155 2002 Guide to the use of recycled concrete and masonry materials. CCA* T49 2003 Guide to Residential Floors (*Cement Concrete & Aggregates Australia). CIA 26 – 2010 Reinforcement detailing Handbook. NP:PCH – 2009 Precast Concrete Handbook ) National Precast Concrete Association of Australia

www.npcaa.com.au Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Formwork Use formwork to achieve Class 2 finish

to all visually exposed concrete.

Highest quality finish Ensure highest quality finish to all exposed concrete. Class 2.

Ensure highest quality finish to exposed edge detail of slab

Waterproofing membrane: Builder to be responsible for waterproofing. Only use premium quality products and plastics (min 0.2mm thick plastics where applicable). Certificates and Warranty to be provided to proprietor.

Concrete IDENTIFY STRENGTH at 28 days, and also as instructed by structural engineer. Use no additives without authority

Termite control Refer to Excavation & Fill trade section

PREPARATION Inspect conditions at site before starting work Prepare surfaces to receive concrete smooth, clean and stable under concrete load. ON-SITE ACTIONS Start of work means total acceptance of conditions Arrange for installation of pipes, cables, conduits etc.. Over prepared surface, install WP membrane. Place reinforcement, secure in place and prevent movement during pour, maintain required concrete cover. Comply with structural engineer’s requirements for joints, splices etc. of reinforcement. Finish exposed floor surfaces to be steel trowel. Provide set downs for concrete screeds. Provide fall to outlets: See Schedule of Finishes. Cure finished slabs for 5 days with plastic film secured in place or as otherwise instructed by structural engineer. Use packing sand for curing concrete paving. Keep damp for 5 days. Slump Tests: Provide and pay for slump test reports: one on first batch and one for every 15 cubic meters of concrete delivered thereafter. Tests and rejection criteria in accordance with AS 3600. Vibrate concrete to achieve compaction. Do not “travel” vibrators. Strip formwork in accordance with Table in AS 3610 Minimum stripping times.

SECTION CONCRETE


28

Exposed concrete edges to be free from all imperfections, membrane ripples, air pockets, honeycombing etc. Substandard surface: Finishes cement rendered/made good to architects and/or proprietors satisfaction at no cost to proprietor. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation, and required strength at 28 days.

END OF SECTION

SECTION EXPOSED CONCRETE FLOORING


29

SECTION EXPOSED CONCRETE FLOORING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Refer Finishes Schedule. Supply and install materials specified below for finishing, polishing, and painting of concrete floors, as documented by the Structural Engineer. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work: Concrete, concrete screeds. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS 2870 2011 Residential slabs and footings - Construction. AS 3600 2009 Concrete structures. AS/NZS 3661.2 1994 Slip resistance of pedestrian surfaces – Guide to the reduction of slip hazards. AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials. AS/NZS 4663 2004 Slip resistance measurement of existing pedestrian surfaces. SAA HB 64 2002 Guide to concrete construction, Chapter 8, Part 2 Finishing concrete flat work. SAA

HB 71 2002 Reinforced concrete design in accordance with AS 3600 2001. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Concrete IDENTIFY STRENGTH at 28 days, and also as instructed by

structural engineer. Use no additives without authority

Chemical curing compounds Use no additives without authority Waterproofing membrane: Builder to be responsible for waterproofing. Only use premium

quality products and plastics (min 0.2mm thick plastics where applicable). Certificates and Warranty to be provided to proprietor.

Finish 2 part clear polyurethane

Non slip to rating AS/NZS Builder to provide samples for approval by Architect prior to construction.

Termite control Refer to Excavation & Fill trade section Deliver materials properly packaged to the site in original, unopened containers with grade, type and quality indicated on the labels. Store and protect materials raised above floor and kept dry until ready for use. PREPARATION Inspect conditions at site before starting work Prepare to apply finishing treatment at the agreed-upon time arranged with the architect. Prepare a sample of 3 square metres. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions. Ensure that new concrete is cured and hard enough. A. Thoroughly clean the surface free from slurry, grindings, grit etc. B. If concrete is porous or has holes or voids, grout with neat cement or approved equivalent, taking care to

fill slightly above the surface by machine or by hand. May need to be redone if grout shrinks as it sets. C. Next day, or sooner if grout is hard enough, grind with grit depending on what is required. D. Thoroughly wash and clean the surface. E. Dry the surface to accept sealer. Check with sealer manufacturer regarding how dry the surface should

be. If sealer is not dry enough, milky patches may appear after sealer is applied. F. Seal with approved clear sealer H. When sealer is hard enough, buff sealer if required Protection Protect the surface of the floor from damage until completion of the building by laying hardboard panels or other suitable material over the entire surface. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION EXPOSED CONCRETE SILLS


30

SECTION EXPOSED CONCRETE SILLS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Refer Finishes Schedule. Supply and install materials specified below for finishing, polishing, and painting of concrete floors, as documented by the Structural Engineer. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work: Concrete, concrete screeds. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS 2870 2011 Residential slabs and footings - Construction. AS 3600 2009 Concrete structures. AS/NZS 3661.2 1994 Slip resistance of pedestrian surfaces – Guide to the reduction of slip hazards. AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials. AS/NZS 4663 2004 Slip resistance measurement of existing pedestrian surfaces. SAA HB 64 2002 Guide to concrete construction, Chapter 8, Part 2 Finishing concrete flat work. SAA

HB 71 2002 Reinforced concrete design in accordance with AS 3600 2001. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Concrete IDENTIFY STRENGTH at 28 days, and also as instructed by

structural engineer. Use no additives without authority

Chemical curing compounds Use no additives without authority Waterproofing membrane: Builder to be responsible for waterproofing. Only use premium

quality products and plastics (min 0.2mm thick plastics where applicable). Certificates and Warranty to be provided to proprietor.

Finish 2 part clear polyurethane

Non slip to rating AS/NZS Builder to provide samples for approval by Architect prior to construction.

Termite control Refer to Excavation & Fill trade section Deliver materials properly packaged to the site in original, unopened containers with grade, type and quality indicated on the labels. Store and protect materials raised above floor and kept dry until ready for use. PREPARATION Inspect conditions at site before starting work Prepare to apply finishing treatment at the agreed-upon time arranged with the architect. Prepare a sample of 3 square metres. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions. Ensure that new concrete is cured and hard enough. G. Thoroughly clean the surface free from slurry, grindings, grit etc. H. If concrete is porous or has holes or voids, grout with neat cement or approved equivalent, taking care to

fill slightly above the surface by machine or by hand. May need to be redone if grout shrinks as it sets. I. Next day, or sooner if grout is hard enough, grind with grit depending on what is required. J. Thoroughly wash and clean the surface. K. Dry the surface to accept sealer. Check with sealer manufacturer regarding how dry the surface should

be. If sealer is not dry enough, milky patches may appear after sealer is applied. L. Seal with approved clear sealer H. When sealer is hard enough, buff sealer if required Protection Protect the surface of the floor from damage until completion of the building by laying hardboard panels or other suitable material over the entire surface. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION CONCRETE SCREEDS (GRANOLITHIC)


31

SECTION CONCRETE SCREEDS (GRANOLITHIC)

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install concrete screeds on a prepared base, with coves, risers, kerbs, margins, pit covers etc. Screeding, curing and protection, as documented by the Structural Engineer. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, sanitary sewerage, drainer, wall construction trades, ceramic tile, wet area membranes. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS 3610 1995 Formwork for concrete. There are Supplements to this Standard.

3610.1 2010 Documentation and surface finish. AS/NZS 3661.2 1994 Slip resistance of pedestrian surfaces – Guide to the reduction of slip hazards. AS 3740 2004 Waterproofing of wet areas within residential buildings. AS 3740 2010 Waterproofing of domestic wet areas. AS 3972 2010 General purpose and blended cements. AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials. AS/NZS 4663 2004 Slip resistance measurement of existing pedestrian surfaces. SAA HB 71 2002 Reinforced concrete design in accordance with AS 3600 2001. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Cement Portland cement, comply with AS 3972 Stone (granolithic screeds) Clean granite screenings of maximum size

6mm Stone dust (protective screeds) Clean stone fines of max size 4mm Sand Washed, sieved, sharp sand, passing a

No.16 (1.19mm) sieve Aggregate for screeds Dense aggregate graded as follows:

Passing 4.75mm sieve 80% Passing 6.00mm sieve 90%

Water Clean drinking quality Floor joint sealant To be confirmed with architect.

PREPARATION Inspect conditions at site before starting work Clean so that no mortar, honeycombing cavities, oil, dust, exist. Roughen the surface as necessary to form key for granolithic. A. Mix screeds with minimum water to produce screed material that is workable and will consolidate

uniformly. The proportion will depend on the sand in use and is found by practical trial. Minimise random variations once the proportions are established. Carefully control water quantity.

B. Granolithic finish mix: 1 part cement, 2 parts stone, 1 part sand. C. Protective screed mix: 20 MPa concrete with maximum aggregate size of 6mm. D. Batching by shovelful is not allowed. Batch by weight only. Add pigment as instructed by manufacturer to

a sample colour approved by the architect. Install a sample of 3 square metres. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions REFER TO WET AREA MEMBRANE SPECIFICATION. A. Dense screeds: thickness of not less than 50mm. Reinforce with steel mesh. B. Protective screeds: 50mm thick parallel to substrate. Reinforce with light galvanised steel mesh. Provide

control joints 3 metres apart maximum, each 8mm wide. Dust on and trowel in bluestone fines. Install joint sealant to manufacturer’s instructions.

C. Set downs: for screeds to receive other finishes, consult with other subcontractors for those finishes to determine the set down required.

D. Walls and upstands: finish at junction with walls and upstands with galvanised wire mesh and 50mm radius cove.

COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION BRICKWORK


32

SECTION BRICKWORK

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply labour and install materials. Build in miscellaneous materials (flashing, wall ties, damp proof course, anchors etc.) Include staging, scaffolding and cleaning. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, structural steel, wall framing, doors and windows. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1316 2003 Masonry cement. AS/NZS 1576 Scaffolding. There are 6 parts to this standard, 1995 - 2010. AS/NZS 2904 1995 Damp-proof courses and flashings. AS 3700 2007 Masonry structures set. There are a few Amendments and a 2004 Supplement. AS/NZS 4455 Masonry units, pavers, flags and segmental retaining wall units. There are 3 parts,

2008 - 2010 AS 4773 2010 Masonry in small buildings. Comply throughout with the current edition of the National Construction Code. PREPARATION Inspect conditions at site before starting work Review work with other trades, piping, ducts etc. Clean base before laying masonry. Set doors and windows plumb and brace. Construct a sample wall of 3 square metres. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Machine mix: To engineer’s details. Mortar life: 2 Hours. Mortar Mix: To match existing face brickwork, generally 6 parts off white sand, 1 part cement, 1 part lime, to be confirmed with Architect prior to construction. Machine mix. Joints: concave or suitable to allow for adhesion of rendering where render is applied. Weep holes at 1200mm centres. Bonding: To match existing face brickwork, generally Stretcher bond. Bed joints: 10mm. Install DPC, wall ties, reinforcement, flashing to AS 3700. Install ties to anchor masonry to structure, doors, windows etc. Remove mortar from wall ties in cavity walls at the end of each day. Construction joints at max. 6000mm centre. Clean as recommended by brick supplier, with 5% hydrochloric acid to face work. Rendered finish on completion where indicated on drawings to be the same material as the mortar. Chasing walls: not more than 1/3 wall thickness for conduits etc. All lintels to Structural Engineer’s details and specifications. Clarify with Architect and Structural Engineer any unknown or unspecified structural members prior to construction. COMPLETION Complete work in accordance with instructions and written variation orders.

END OF SECTION

SECTION BLOCKWORK


33

SECTION BLOCKWORK

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply labour and install materials. Build in miscellaneous materials (flashing, wall ties, damp proof course, anchors etc.) Include staging, scaffolding and cleaning. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, structural steel, wall framing, doors and windows. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1316 2003 Masonry cement. AS/NZS 1576 Scaffolding. There are 6 parts to this standard, 1995 - 2010. AS/NZS 2699 Built-in components for masonry construction. There are 3 parts 2000 - 2003. AS/NZS 2904 1995 Damp-proof courses and flashings. AS 3700 2007 Masonry structures set. There are a few Amendments and a 2004 Supplement. AS/NZS 4455 Masonry units, pavers, flags and segmental retaining wall units. There are 3 parts,

2008 - 2010 AS 4773 2010 Masonry in small buildings. Comply throughout with the current edition of the National Construction Code. PREPARATION Inspect conditions at site before starting work Review work with other trades, piping, ducts etc. Clean base before laying masonry. Set doors and windows plumb and brace. Construct a sample wall of 3 square metres. Stop. When approved by architect continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Machine mix: To engineer’s details. Mortar life: 2 Hours. Joints: concave or suitable to allow for adhesion of rendering where render is applied. Weep holes at 1200mm centres. Bonding: Stretcher bond, : Bed joints: 10mm. Install DPC, wall ties reinforcement, flashing to AS 3700. Install ties to anchor masonry to structure, doors, windows etc, to structural Engineer’s Instructions. Remove mortar from wall ties in cavity walls at the end of each day. Construction joints at max. 6000mm centre. Clean with 5% hydrochloric acid to face work. Rendered finish on completion where indicated on drawings to be the same material as the mortar. Chasing walls: not more than 1/3 wall thickness for conduits etc. All lintels to Structural Engineer’s details and specifications. Clarify with Architect and Structural Engineer any unknown or unspecified structural members prior to construction. COMPLETION Complete work in accordance with instructions and written variation orders.

END OF SECTION

SECTION STRUCTURAL STEEL


34

SECTION STRUCTURAL STEEL

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply, fabricate apply surface treatment, anchor bolts and other attachments, field welding, permanent grouting, as documented by the Structural Engineer. Submit shop drawings to architect and structural engineer for approval. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, wall construction, roof construction, painting. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1554 Structural steel welding, There are 7 parts to this Standard 1994-2010. AS 1627 Metal Finishing - Preparation and pretreatment of surfaces. There are 8 parts to this

Standard, 1997-2005. AS 4100 1998 Steel structures. There is 1 Supplement – Commentary. AS/NZS 4680 2006 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles. SAA HB 48 1999 Steel structures design handbook. Comply throughout with the current edition of the National Construction Code. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO ANY FABRICATION. SURFACE FINISHES Complete protective coating prior to delivery to site or as otherwise instructed (in written format) by structural engineer. Steel finishes inspection to be carried out by the Architect / Structural Engineer and the site manager prior to delivery of steelwork to site. Refer to painting trade section for steelwork paint finish. PREPARATION Inspect conditions at site before starting work Advise structural engineer when fabrications may be inspected before delivery. Steel components bent or buckled before erection may be rejected. ON-SITE ACTIONS Start of work means total acceptance of conditions Provide holding down bolts to concretor for building in. Comply with structural engineer’s instructions. Erect plumb and secure in place. Erect so that components can be fixed without distortion. Provide temporary bracing against wind and other stresses. Welds to be free of slag, and in accordance with AS/NZS 1554. Advise engineer when erected steel is ready for inspection. Adjust as required. Grout under base plates in high strength mortar only after ensuring steelwork is level and plumb. Touch up steel with zinc-rich paint after installation to structural engineer’s instructions. COMPLETION Complete work in accordance with instructions and written variation orders.

END OF SECTION

SECTION COLD FORMED METAL FRAMING (LOAD BEARING)


35

SECTION COLD FORMED METAL FRAMING (LOAD BEARING)

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Design, engineer, supply and install cold formed metal framing: Load bearing or non-load bearing wall framing. Load bearing roof framing. Miscellaneous framing. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Floor construction trades, windows and door installation, internal and external finishing trades. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1170 Structural design actions. There are many parts to this Standard, 1989 - 2011 and

Supplements as Commentaries. AS 3623 1993 Domestic metal framing. AS/NZS 4600 2005 Cold-formed steel structures. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Design, engineer and fabricate by an approved fabricator in the workshop before delivery to the site Commission supplier to design the framing member sizes, schedule and supply frame. Fabrication - Form junctions so that no fixing, such as pins, screws, pressure indentations and the like are visible on exposed faces not to be covered. Show on shop drawings fixings which will be exposed. Cut edges, drill holes, rivet joints and clean flat sheets, neat, free from burrs and indentations. Remove sharp edges without excessive deformation. Fit mitred joints accurately to a fine hairline. Pre assemble and match mark before delivery. PREPARATION Inspect conditions at site before starting work Prepare surfaces to receive framing. Install inert isolating material such as from a roll of black flashing strip to isolate metal from mortar, concrete, plaster, masonry or other metals. ON-SITE ACTIONS Start of work means total acceptance of conditions Install frame anchorage at spacing required by frame manufacturer. Install metal framing and connect the parts together as indicated by manufacturer. Touch up damage surfaces with zinc rich paint. Prepare frame for installation of other trades. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION METALWORK


36

SECTION METALWORK

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Design engineer supply and install metal balustrades to balconies, handrails to internals stairs, fencing, pool fencing and gates, metalwork and support for sliding screens and metal angles above windows. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Floor and wall framing, masonry, concrete, metalwork, painting, floor finishes. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1554 Structural steel welding, There are 7 parts to this Standard 1994-2010. AS 1657 1992 Fixed platforms, walkways, stairways and ladders. AS/NZS 1665 2004 Welding of aluminium structures. AS 3715 2002 Metal finishing - Thermoset powder coatings for architectural applications. AS/NZS 4680 2006 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles. Comply throughout with the current edition of the National Construction Code SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL BY THE ARCHITECT PRIOR TO ANY FABRICATION. MATERIALS TO BE USED REFER TO ARCHITECTURAL DRAWINGS AND DETAILS AND FINISHES SCHEDULE TO STUCTURAL ENGINEERS DETAILS

PREPARATION Inspect conditions at site before starting work Prepare surfaces to which metalwork is to be fixed. Install anchor or holding down bolts as required. Weld steel items and grind smooth. Provide smooth finishes to exposed surfaces with sharp well-defined lines and arrises. Mill machined joints to a close fit. Design necessary lugs, brackets and similar items so that work can be assembled and installed in a neat, substantial manner. Provide holes and connections as required to accommodate the work of other trades and for site assembly of metalwork. Drill or punch and ream in the shop. Fasteners : Provide required bolts, screws, inserts, fasteners, templates and other accessories required for a complete installation. Co-ordinate with other trades as to the proper fastening systems suitable for the substrates to which the item is to be secured. Refer to architect if in doubt. Fasten galvanised items with galvanised fasteners. ON-SITE ACTIONS Start of work means total acceptance of conditions Measure at site before manufacture. Fixing: Base plates to concrete with expanding masonry anchorage fixings. Base Plates to timber with coach screws. Tubular Handrails: Provide to situations shown on detail drawings, tubular handrails of the sections indicated, neatly stop ended, fixed to handrail posts by retractable pins. Installation: Assemble balustrades, and handrail components in the position indicated on the drawings and confirmed on site. Adjust to suit floor to floor heights with factory cut spacers only. Ensure every surface is smooth with no fixings which could damage hands. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION GLASS BALUSTRADES


37

SECTION GLASS BALUSTRADES

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install glass balustrades with associated fixing materials to concrete, steel and other materials. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, structural steel, metalwork, ceramic tile, floor finishes. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1231 2000 Aluminium and aluminium alloys – Anodic oxidation coatings. AS 1288 2006 Glass in buildings – Selection and installation. AS 1627 Metal finishing – Preparation and pretreatment of surfaces. There are 8 parts to this

Standard, 1997-2005. AS 1657 1992 Fixed platforms, walkways, stairways and ladders – Design, construction and

installation. AS 3715 2002 Metal finishing - Thermoset powder coatings for architectural applicationsof

aluminium and aluminium alloys. Comply throughout with the current edition of the National Construction Code

PREPARATION Inspect conditions at site before starting work Prepare surfaces. Form recesses. Comply with manufacturer’s written instructions and instructions of the structural engineer. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply throughout with the drawings of both architect and structural engineer. Comply with requirements of Australian Standards. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION ARCHITECTURAL METALWORK, FIXTURES & WHITEGOODS


38

SECTION ARCHITECTURAL METALWORK, FIXTURES & WHITEGOODS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install metalwork items shown on the architectural and joinery drawings. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Electrical installation, gas installation. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1554 Structural steel welding, There are 7 parts to this Standard 1994-2010. AS 1627 Metal finishing – Preparation and pretreatment of surfaces. There are 8 parts to this

Standard, 1997-2005. 1627.5 2003 Pickling

AS/NZS 1664 1997 Aluminium structures. There are 4 parts and 2 Supplements to this Standard. AS/NZS 1665 2004 Welding of aluminium structures. AS/NZS 1841 Portable fire extinguishers:

Part 1 1997 General requirements, Part 2 1997 Specific….. water type, Part 3 1997 Specific….. wet chemical type, Part 4 1997 Specific….. foam type, Part 5 1997 Specific….. powder type, Part 6 1997 Specific…..carbon dioxide type, Part 7 1997 Specific….. vaporising-liquid type, Part 8 1997 Specific….. non-rechargeable type.

AS/NZS 4353 1995 Portable fire extinguishers - Aerosol type. AS/NZS 4680 2006 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles. Comply throughout with the current edition of the National Construction Code. REFER TO ARCHITECTURAL DRAWINGS, DETAILS AND SCHEDULES PREPARATION Inspect conditions at site before starting work Field measurements: Do not delay job progress. Allow for adjustments and fitting of the work in the field where taking of measurements might cause delay. Provide smooth finishes to exposed surfaces with sharp well-defined lines and arrises. Mill to a close fit machined joints. Design necessary lugs, brackets and similar items so that work can be assembled and installed in a neat, substantial manner. Provide holes and connections as required to accommodate the work of other trades and for site assembly of metalwork. Drill or punch and ream in the shop. Fasteners : Provide required bolts, screws, inserts, fasteners, templates and other accessories required for a complete installation. Co-ordinate with other trades as to the proper fastening systems suitable for the substrates to which the item is to be secured. Refer to architect if in doubt. Fasten galvanised items with galvanised fasteners. ON-SITE ACTIONS Start of work means total acceptance of conditions Inspect fabrication on arrival at site. Do not repair on site. Replace damage items. Install each item by bolting or screwing to structural elements of building. Locate anchorages accurately and ensure secure installation. Do not cut metal on site. Remove weld spatter and touch up with zinc rich paint immediately. Protect work until project completion. Install whitegoods and similar items in accordance with manufacturer’s instructions. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION CARPENTRY


39

SECTION CARPENTRY

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and erect framing both structural and substructural. Include floor panels, wall cladding, roof framings, incidental framing. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall framing, Ceiling framing, external decks, plumbing, electrical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 2329 1999 Structural design actions. There are many parts to this Standard, 1989 - 2011 and

Supplements as Commentaries.. AS/NZS 2908 Reconstituted wood-based panels - Specifications Comply with recommendations of the National Assoc. of Forest Industries Technical bulletins. Comply throughout with the current edition of the National Construction Code. REFER TO STRUCTURAL ENGINEER’S DETAILS AND SPECIFICATIONS WALL FRAMING Timber wall framing Provide gauged timbers for studs, noggings and plates in double faced walls: nominally 90 x 50mm studwork unless indicated otherwise on the drawings. Additional support General: Provide additional support in the form of noggings, trimmers and studs for fixing lining, cladding, hardware, accessories, fixtures and fittings as necessary. Maximum spacing of noggings: 1350 mm centres, unless otherwise specified by Structural Engineer or Timber Framing Codes. Vermin barriers for suspended floors Masonry veneer barrier: Secure 10 mm stainless steel wire mesh to the underside of the bottom plate of external stud walls, extending across the cavity for building into brickwork. Damp-proof courses Clad-frame walls: Provide damp-proof courses under the bottom plate of external clad-frame walls built off slabs or masonry dwarf walls. Flashings Provide flashings to external openings sufficient to prevent the entry of moisture and wind driven precipitation. FLOORS General Standard: To AS 1684. Timber Decking Allow for decking boards as per finishes schedule. A sample of the nominated decking is to be provided to the Architect to be approved prior to any orders being placed, with sufficient time allowed in the construction program for rejection of samples and calling of new samples for approval. Installation Timber Flooring & Decking: Installation and finishing to be carried out by experienced and suitably qualified sub-contractors only. Generally handling, storage, installation, and finishing shall be as recommended by the manufacturer or supplier of the flooring and decking, if not covered specifically in this document. On-site acclimatization for timber flooring and decking is required for a minimum of 14 days from the date of delivery and before installation. Timber should be unpacked, and stored with 200mm minimum clear space below, evenly supported on bearers at maximum 450mm centres to allow free flow of air to all faces of the timber. Ensure that no water penetrates the stacked boards during transport and storage. Store material in a dry, well ventilated room. Avoid installation of flooring and decking prior to completion of wet trades where possible. Avoid installation of flooring in situations exposed to weather. Allow a 6mm clearance between flooring and structural walls. Use minimum 50mm long nails for installation of floors and decking. Use only finishing products which do not glue floorboards together. Compressed fibre cement sheet: countersunk screw-fixed to floor joists and packing joists. TIMBER GENERALLY Unseasoned timber If unseasoned timber is provided, or variations in moisture content are likely, make allowance for shrinkage, swelling and differential movement. Durability General: Provide timbers with natural durability appropriate to the conditions of use, or preservative-treated timbers of equivalent durability. Classification: To AS 1604 Table F2. Minimum requirements: Class 1: Timbers in contact with the ground. Class 2: Timbers above ground, not in continuous contact with moisture, well ventilated, protected from moisture but exposed to the weather.

SECTION CARPENTRY


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Class 3: Timbers above ground, not in continuous contact with moisture, well ventilated, protected with a finish, and well maintained. Class 4: Timbers fully protected from moisture, indoors, above ground, and well ventilated. Preservative treatment Standard: To AS 1604.Hazard classification: To AS 1604 Table D1

TIMBER CLADDING Design All timber cladding design drawings & joint detail drawings & batten setouts shall be reviewed and approved by the manufacturer prior to start of installation. Materials Refer to finishes schedule. Accessories and Fixings Provide accessories and fixings as recommended by the manufacturer and approved by Architect. Substructure Refer to drawings. Insulation Refer to drawings and insulation sub-section. Delivery, Storage and Handling Generally handling, storage, installation, and finishing shall be as recommended by the manufacturer or supplier of the timber, if not covered specifically in this document. On-site acclimatization for timber flooring and decking is required for a minimum of 14 days from the date of delivery and before installation. Timber should be unpacked, and stored with 200mm minimum clear space below, evenly supported on bearers at maximum 450mm centres to allow free flow of air to all faces of the timber. Ensure that no water penetrates the stacked boards during transport and storage. Store material in a dry, well ventilated room. Installation Installation and finishing to be carried out by experienced and suitably qualified sub-contractors only. Installer must be approved by supplier of materials before any work has commenced. Joints and batten setout Provide joints and batten setout as shown on the drawings and approved by the manufacturer and Architect prior to construction. PREPARATION Inspect conditions at site before starting work Store timber on site above ground, flat and horizontal. Protect from rain, damage and other material. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with the manufacturer's installation instructions. Take care of and protect surrounding work, including other finishes, equipment and components, during installation. Provide protective covering where necessary. Finish joints and secure fasteners. Remove surface defects to achieve uniform appearance of each type of installation. Make good damage in every respect at no additional cost to the proprietor. Clean exposed surfaces including trim, edge mouldings, and comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove spatterings, droppings and surplus material. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION FIBRE CEMENT PRODUCTS


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SECTION FIBRE CEMENT PRODUCTS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install fibre cement and associated equipment and fixing to: Wall linings internal, ceiling linings internal, fire-rated walls, external cladding, wet area wall lining, eaves lining, fascias, partitions, wet area flooring, underlays, external decks, lattice, bracing panels, ceramic faced panels, fibre cement pipe columns. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall framing, ceiling framing, external decks, plumbing, electrical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 2329 1999 Mastic adhesives for fixing wallboards. AS/NZS 2908 Cellulose-cement products.

2908.2 2000 Cellulose cement products – Flat sheet. Comply with relevant Technical Bulletins and published instructions produced by manufacturer. Comply with requirements of relevant statutory authorities, and National Construction Code. PREPARATION Inspect conditions at site before starting work Tradesmen with wide experience and knowledgeable in this class to undertake the work. Co-ordinate with other trades prior to commencement of work and arrange for fixing grounds required for satisfactory execution of the work of this trade including penetrations. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with the manufacturer's installation instructions. Take care of and protect surrounding work, including other finishes, equipment and components, during installation. Provide protective covering where necessary. Finish joints and secure fasteners. Remove surface defects to achieve uniform appearance of each type of installation. Make good damage in every respect at no additional cost to the proprietor. Clean exposed surfaces including trim, edge mouldings, and comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove spatterings, droppings and surplus material. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION JOINERY (SITE BUILT)


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SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: The work of this section covers the supply and installation of site built joinery items. It includes: Service cupboards, wardrobes, coat cupboards, benches, shelves, rails, stairs, handrails, architraves, skirting, pelmets, which are built on site. Allow to build in and fit off all sinks and tubs and other plumbing fixtures, and all other built-in Kitchen, Laundry, and Bathroom fixtures as indicated in the drawings and schedules. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Floor, wall and ceiling construction, window and door installations, finishing trades, electrical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1859 Reconstituted wood-based panels - Specifications

1859.1 2004 Particleboard 1859.2 2004 Dry-processed fibreboard. There are 2 other parts to this Standard.

AS 2754.2 1991 Adhesives for timber and timber products – Polymer emulsion adhesives. AS 2796 Timber - Hardwood - Sawn and milled products. There are 3 parts to this standard,

1999-2006. AS/NZS 4364 1996 Adhesives, phenolic and aminoplastic for load-bearing timber structures -

Classification and performance requirements. AS/NZS 4364 2010 Timber-bond performance of structural adhesives. AS 4785 Timber – Softwood - Sawn & milled products

4785.1 2002 Product specification 4785.2 2002 Grade description 4785.3 2002 Timber for furniture components

Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED REFER TO JOINERY DRAWINGS REFER TO FINISHES SCHEDULE REFER TO PAINT SCHEDULE Moisture content Make milled products from timbers seasoned: - to within 3% of the equilibrium moisture content appropriate to the timber and its intended conditions of use; and - with no more than 3% difference between any 2 pieces in any one group. Finished sizes Provide milled timbers with actual dimensions which are at least the required dimensions, except for dimensions qualified by a term such as “nominal” or “out of” to which industry standards for finished sizes apply. CUPBOARD AND DRAWER UNITS Standards Domestic kitchen assemblies to AS/NZS 4386.1. Plinths, carcasses, drawer fronts, shelves and doors Material: Provide melamine overlaid high moisture resistant medium density fibreboard to all non-visible joinery, unless otherwise noted on drawings. Minimum thickness: 16 mm for carcasses; 18mm visible panels. Finish: To concealed units such as drawers, cupboard shelves, and carcasses, provide melamine overlaid HMR MDF. White. Unless otherwise noted on drawings. Provide selected finishes to visible panels as indicated in the Drawings. Installation: Secure plinths and carcasses to floors and walls as necessary at no more than 600mm centres. Rout drawer fronts for drawer bottoms. Adjustable shelves to be supported on proprietary SS pins in holes bored at 32mm vertical centres. Drawer and door hardware

Hinges: Provide concealed all-metal hinges with the following features: - Adjustable for height, side and depth location of door. - Self closing action. - Hold open function. - Nickel plated. Drawer Slides: Provide heavy duty metal runners and plastic rollers with the following features: - 30 kg loading capacity. - Closure retention. - Nickel plated.



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PREPARATION Inspect conditions at site before starting work Construct a sample installation of door frame and door, bench, shelves, architraves and other trim. Stop. When approved by architect, complete remaining work. ON-SITE ACTIONS Start of work means total acceptance of conditions Provide necessary anchoring devices. Use concealed shims to install work plumb, level, straight and distortion free within the following tolerances: − 1mm in 800mm for plumb and level. − 0.5mm maximum offsets in flush adjoining surfaces. − 0 2mm maximum offsets in revealed adjoining surfaces. Scribe and cut to fit adjoining work; refinish cut surfaces or repair damaged finishes at cuts. Secure joinery with anchors or blocking built-in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required to complete the installation. Except where prefinished matching fastener heads are required, use fine finishing nails, countersunk and filled flush. Use a matching filler where a transparent finish is required. Install without distortion. Set out Set out and install benchtop to achieve continuous surface where possible. Join only where noted on the drawings by approved methods. Grain of surface material to run in direction of the longest dimensions. Match timber grain pattern in so far as possible. Confirm all dimensions on-site before off-site fabrication of main components. Ensure correct and accurate positioning of all fixture penetrations and fittings. General Construction: Build components square and install plumb. Joints: Provide materials in single lengths whenever possible. If joints are necessary, make them over supports. Fasteners and adhesives General: Provide fasteners, adhesives or both to transmit the loads imposed and ensure the rigidity of the assembly. Do not split, discolour or otherwise damage timber or sheets. Visibility: Do not provide visible fixings except in the following locations: - Inside cupboards and drawer units. - Inside open units, in which case provide proprietary caps to conceal fixings. Finishing Junctions with structure: Scribe plinths, benchtops, splashbacks, ends of cupboards, kickboards and returns to follow the line of floors or walls. Generally avoid trimming out, but where gaps or crude junctions occur trim out using approved methods & materials or as directed by the architect. Benchtops As noted on the drawings. Fix to carcass at least twice per 600mm length of benchtop. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION TANKING


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SECTION TANKING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install tanking to areas shown on drawings plus preparatory and protective work and associated materials including but not limited to the following: Waterproofing of garden containers etc. Concrete and masonry patching and filling, membrane installation and surface protection. Refer to Structural and Hydraulic Engineer’s documentation. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Blockwork, brickwork, concrete, cement render. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 3740 2004 Waterproofing of wet areas within residential buildings. AS 3740 2010 Waterproofing of domestic wet areas. Current written instructions provided by tanking material manufacturer. Comply throughout with the current edition of the National Construction Code. PREPARATION Inspect conditions at site before starting work Remove projections which could penetrate tanking membrane. Fill holes in surface to be tanked. Employ subcontractors licensed by materials manufacturer. ON-SITE ACTIONS Start of work means total acceptance of conditions Method: Install tanking membrane or other material strictly in accordance with written instructions of

manufacturer. Make no variation without the manufacturer's written order, but then, only after the architect has given written approval. Execute seals around penetrations, upstands, etc. as instructed by the manufacturer. Install the complete sheet membrane tanking in compliance with the manufacturer's instructions. Apply protective board over membrane on outside of tanked walls.

Method: Apply two coats of aqueous bitumen in accordance with the manufacturer's instructions. Protect with scratch coat and finishing coat of cement render.


END OF SECTION

SECTION WET AREA MEMBRANE


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SECTION WET AREA MEMBRANE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Location: Refer to drawings. Typically to floors and walls of wet areas: Including bathrooms, ensuites, WC’s, laundries and to walls areas immediately adjacent and behind a shower, bath, sink or similar fixture. Carry the membrane under fixtures, baths, shower bases, toilets, vanities and the like and extend into the full area of shower recess. To a minimum height of 2100mm to walls of shower recess extending 300mm beyond the horizontal extent of the designated tiled wall area. To a height and width not less than 450mm to wall areas immediately adjacent and behind a bath, sink or similar fixture. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work. Blockwork, brickwork, concrete, cement render, fibre cement, plasterboard, ceramic tile. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition AS 3740 2004 Waterproofing of wet areas within residential buildings. AS 3740 2010 Waterproofing of domestic wet areas. AS/NZS 4858 2004 Wet area membranes. Current written instructions provided by tanking material manufacturer. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Type: Liquid applied, moisture curing, polyurethane liquid membrane. Type: Any proposed alternatives to the system specified below: provide a proprietary liquid applied or sheet membrane system which: has a current Australian Building Product and Systems Certification Scheme certificate (Australian Building Codes Board); or has a current technical opinion issued by the Australian Building Systems Appraisal Council (CSIRO) stating that the system is suitable for use as a waterproofing system for use in wet areas, shower recess bases and associated floors and wall/floor junctions which are to be tiled. PREPARATION Inspect conditions at site before starting work. Curing: Allow concrete to cure for a minimum of 28 days prior to the application of the membrane. Cleaning: Clean down the substrate surface to remove all curing agents, wax, grease, oil, dirt, dust and other foreign material and leave it clean, dry, dust free, smooth and free of undulations. Voids: Patch with a non shrinking quick setting grout and allow to cure for a minimum of 7 days prior to applying the membrane. ON-SITE ACTIONS Start of work means total acceptance of conditions. Fillet: Wherever a vertical penetration or upstand occurs install a 12mm x 12mm fillet of Tremflex PU1 at the intersection of the vertical and horizontal surfaces. Primer: Prime porous substrate (concrete/cement). Use suitable product. Prime non-porous materials (metals/plastics). Use suitable product. Joints and penetrations: On the same day of priming, seal joints and penetrations with suitable sealant. First coat: On same day as priming, apply a coat to a minimum wet film thickness of 1.5mm to floors and walls in a single operation. If delayed beyond that day reprime-prime in accordance with manufacturers instructions. Detailing Detail the membrane in accordance with the manufacturer’s recommendations, as shown on the drawings and as follows: Turn the membrane down into the puddle flange of outlets. Turn the membrane up at and seal to all penetrations, pipes, waste outlets, etc. Turn the membrane up for 100mm at all walls, plinths, and other upstands. Dress the membrane over the horizontal leg of angle tile trims at doorways and turn up the vertical face of the angle to terminate level with the bottom of the floor tiles. Similarly dress the membrane up the face of door jambs to terminate at the underside of the floor tiles. The membrane turn up is to create a complete waterproof envelope to the floor area of the space being treated. Detail the membrane at movement joints in the substrate as detailed on the drawings. Membrane curing: Allow 72 hrs for the membrane to cure prior to carrying out water tests or applying finishes, toppings etc. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide a Warranty for materials and application of the membrane for a period of years from the date of Practical Completion.

END OF SECTION

SECTION THERMAL INSULATION


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SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: The supply and installation of thermal insulation. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall and roof framing, roofing, wall lining, concrete, brickwork, blockwork, suspended ceiling. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 3999 1992 Thermal insulation of dwellings - Bulk insulation - Installation requirements. AS/NZS 4200 Pliable building membranes and underlays.

4200.1 1994 Materials. 4200.2 1994 Installation requirements.

AS/NZS 4859 Materials for the thermal insulation of buildings. 4859.1 2002 General criteria and technical provisions.

SAA HB 63 1994 Home insulation in Australia – recommended insulation levels for all states as per AS 2627.1.

Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED No variations to the selected materials will be accepted without written approval

Item Description Glazing As required per glazing calculator. Suspended concrete Floor Insulation

R1.5 (50mm extruded Polystyrene Typical) to comply with BCA part 3.12.

Ceiling Insulation No thermal ceiling insulation (except top floor). Wall insulation: External walls

Minimum insulation as require by Jefferson Godfrey EER preliminary Report. R2.50. TBC.

Roof Minimum insulation as required R5.0 to comply with Jefferson Godfrey EER preliminary Report. TBC.

Edge of slab R1.0 (30mm extruded Polystyrene Typical) to comply with BCA part 3.12.

Sarking Include breathable sarking to all exterior walls. Flame retardants

Allow for any flame retardants as required by the BCA

Note, ceiling fans to be included. Refer to electrical plans. COMPLY WITH GLAZING CALCULATOR REQUIREMENTS INSTALLATION Wall insulation Bulk installation Batts: Friction fit between framing members. If support is not otherwise provided, staple nylon twine to the framing and stretch tight. Wall sarking membrane Application: Provide sarking behind cladding which does not provide a permanent weatherproof seal or may be subject to condensation forming on the internal face, including boards or planks fixed in exposed locations where wind driven rain can penetrate the joints. Installation: Apply to the outer face of external stud walls from the bottom plate up, over the flashing. At the top, seal across the wall cavity. Overlap roll edges 150 mm. If the membrane is a vapour seal, seal all joints with pressure sensitive adhesive tape. Fixing: Install as follows: - To timber: Proprietary fixings or metallic-coated clouts or staples at 300 mm maximum centres. - To steel: Tek screw with either 20 mm diameter washers or through hardboard strips. - To plywood: Fix to plywood bracing panels with water based contact adhesive with a 50% adhesive cover. Roof insulation Mesh support to roof insulation Locations: Provide support to the following: - Sarking, vapour barrier or reflective thermal insulation membranes laid over roof framing members which are spaced at more than 900 mm centres. - Blanket type thermal insulation laid over roof framing members as sound insulation to metal roofing. Installing wire netting: Lay over the roof framing providing sufficient slack or sag between members to suit the application. Fixing wire netting: Staple to timber frame, wire to steel frame. Installing welded safety mesh: To AS 4389. Ridge ventilation: Finish sarking at least 50 mm clear of ridges.



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Vapour barrier Installation: Lay over the roof support frame with sufficient sag to allow the bulk insulation to achieve its full thickness. Overlap roll edges 150 mm and seal all joints with pressure sensitive adhesive tape. Bulk insulation – metal roofs Batts: Fit tightly between framing members. Blanket for sound insulation: Install over the roof support frame, reflective thermal insulation (if any), and mesh support, so that the blanket is in continuous contact with the underside of the metal roofing sheets. PREPARATION Inspect conditions at site before starting work Prepare surfaces and or framing material and ensure that no obstructions will prevent rapid and effective installation. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with manufacturer’s current written instruction. Install insulation to the following areas and structures. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION ACCOUSTIC INSULATION


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SECTION ACCOUSTIC INSULATION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: The supply and installation of acoustic insulation. Acoustic Insulation is to be provided to walls and ceiling spaces of the following rooms: all bathrooms and WC’s, all bedrooms, Rumpus room. Allow for acoustic insulation to pool, mechanical, and plant equipment to comply with DA conditions and statutory requirements. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall and roof framing, roofing, wall lining, concrete, brickwork, blockwork, suspended ceiling. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1191 2002 Acoustics – Method for laboratory measuremet of airbone sound transmission

insulation of building elements. AS/NZS 1276.1 1999_ BCA Accoustics – Rating of sound insulation in buildings and of building elements

Accoustics – Airborne sound insulation AS ISO 717.2 2004 BCA Accoustics – Rating of sound insulation in buildings and of building elements Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED General: Flanking paths: Preserve the sound reduction properties of partitions with acoustic insulation by sealing flanking sound transmission paths during installation, including junctions between partitions and other building surfaces, air gaps around doorsets, recesses, such as pelmets and blind boxes and cut-outs for services. Avoid cut-outs next to or back-to-back with each other.

Sealing methods: Use appropriate sealing methods, such as purpose-made solid profiled inserts, durable resilient gaskets or closed cell foam strips. Provide solid resilient materials in preference to foamed materials whenever possible.

Lining installation: For multi layer lining installations with plasterboard as the first layer, tape and set the first sheet before fixing the second sheet over. Stagger joints by fixing the second sheet off-set from the first sheet.

Edge joints to masonry walls or columns: Framing and linings shall be close fitting, with a gap of maximum width 10mm. The gaps shall be filled with non-hardening acoustic sealant.

Framing: Stud framing or battens shall be installed at minimum 600 mm centres. Top and bottom plates shall be mechanically fixed to the ceiling slab and floor slab, and be fully sealed with a bead of non-hardening acoustic sealant beneath the plate.

Electrical and other services penetrations (such as GPO’s, service plates and access panels): Stagger across wall studs. If back-to-back penetrations are unavoidable, an appropriate acoustically rated backing box should be used.

Junctions: Junctions with window mullions and spandrels must be appropriately sealed.

Services crossing: Cable skirting and slot diffusers should preferably not cross partitions. Where this cannot be avoided they should be blocked, or packed with absorptive quilt.

Ceiling cavity barriers: All duct and pipe penetrations must be appropriately sealed to maintain acoustic rating of partition.

PREPARATION Inspect conditions at site before starting work Prepare surfaces and or framing material and ensure that no obstructions will prevent rapid and effective installation. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with manufacturer’s current written instruction. Install insulation to the following areas and structures. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION MEMBRANE ROOFING & PLUMBING


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SECTION MEMBRANE ROOFING & PLUMBING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Membrane roofing, concrete patching and filling, surface finishing, roof plumbing. Refer to Hydraulic Engineer’s details and specifications. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work: Concrete, masonry, carpentry, stormwater drainage, fall arrest equipment (mandatory). COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition AS/NZS 2179.1 1994 Specifications for rainwater goods, accessories and fasteners. - Metal shape or sheet

rain water goods, and metal accessories and fasteners. Comply with State requirements and codes of practice in relation to work on roofs. Comply throughout with the current edition of the National Construction Code. REFER TO HYDRAULIC ENGINEER’S DETAILS AND SPECIFICATIONS MATERIALS TO BE USED Builder to be responsible for waterproofing. Use of Liquid applied, plastic film, and drainage cells as indicated or required. Certificates and Warranty to be provided to proprietor. Recycled Hardwood Decking on Unplanted Concrete Roofs - Hardwood decking boards on battens and proprietary. Approx. 5 mm gaps between decking boards. Refer to finishes schedule. -Finish: Refer to Finishes schedule and Paint schedule - Waterproofing with falls to drainage to hydraulic engineering details; - Concrete Slabs to engineering details (with falls as required by hydraulic engineer). Concrete Slab Planted Roof (over the Basement concrete slab at the ground floor level) - Planting (grass) / on soil – sand layer. Soil and depth to be discussed with Landscape Architect; - Geotextile fabric / drainage-drainage cells / waterproofing (liquid applied membrane) with falls to drainage to hydraulic engineering details; - Concrete Slabs to engineering details (with falls as required by hydraulic engineer). Rainheads / Box Gutter / Flashing / Accessories / Exposed downpipes Box gutter / downpipes / flashings / fascias / exposed downpipes etc, to match roofing material as required. To Hydraulic Engineer’s Details. Material notes as those listed in roof sheeting. Downpipes Exposed downpipes are to match the roofing material. Fix with stand off astragals. Refer to finfishes schedule. Colour TBC. Material notes as those listed in roof sheeting. Internal downpipes (not visually exposed) are to be PVC. Allow for expansion/movement packing around any cast in pipes. To Hydraulic Engineer’s Details. PREPARATION Inspect conditions at site before start of work Prepare surfaces affected by the installation. Fill cracks etc. A senior representative of the manufacturer is required to check preparatory work. Comply with manufacturer's instructions and Australian Standards. Variations are subject to architect’s written order. Execute sleeves, pockets, flashings, collars, etc. as instructed by the manufacturer. ON SITE ACTIONS Start of work means total acceptance of conditions. Arrange for attendance of manufacturer’s representative during installation. Comply in all respects with his instructions and those of Australian Standards. Carry out testing requested by architect. Clean thoroughly on completion. Install gutters, downpipes fixings and connect downpipes to stormwater drains. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide a Warranty for materials and application of the membrane for a period of years from the date of Practical Completion.

END OF SECTION

SECTION METAL ROOFING, SIDING & PLUMBING


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SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Metal roofing and sarking, downpipes, gutters, translucent roofing. Refer to Hydraulic Engineer’s details and specifications. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, roof framing, wall cladding, storm drainage, fall arrest equipment (mandatory). COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1170 Structural design actions. There are many parts to this Standard, 1989 - 2011 and

Supplements as Commentaries. AS 1273 1991 Unplasticized PVC (UPVC) downpipe and fittings for rainwater. AS 1562 Design and installation of sheet roof and wall cladding, There are 3 parts to this

standard 1992-2006. AS/NZS 3500 2003 Plumbing and drainage.

3500.3 2003 Stormwater drainage 3500.3.1 1998 Stormwater drainage - Performance requirements. 3500.5 2000 Domestic installations. There are numerous parts to this standard, 1995-2003.

AS 3999 1992 Thermal insulation of dwellings – Bulk insulation – Installation requirements AS 4285 2007 Skylights AS/NZS 4389 1996 Safety mesh. SAA HB 39 1997 Installation code for metal roof and wall cladding. SAA HB 63 1994 Home insulation in Australia – recommended insulation levels for all states as per AS

2627.1. SAA HB 114 1998 Guidelines for the design of eaves and box gutters. Comply with State requirements and codes of practice in relation to work on roofs. Refer Fall Arrest equipment trade section. Comply throughout with the current edition of the National Construction Code. REFER TO HYDRAULIC ENGINEER’S DETAILS AND SPECIFICATIONS REFER TO MATERIALS AND FINISHES SCHEDULE MATERIALS TO BE USED Builder to be responsible for waterproofing. Use of Liquid applied, plastic film, and drainage cells as indicated or required. Certificates and Warranty to be provided to proprietor. Metal Roof / Wall Sheeting - Lysaght longline 305 Roof Sheeting in COLORBOND “Woodland Grey” to all areas. Refer to Materials and Finishes Schedule. To be confirmed with Architect prior to construction. - Substrate to manufacturers recommendation and current relevant code. - Waterproofing (Grace Ice and Water Shield) - Reflective foil sarking. Insulation as determined in insulation section. Rainheads / Box Gutter / Flashing / Accessories / Exposed downpipes Box gutter / downpipes / flashings / fascias / exposed downpipes etc, to match roofing material as required. To Hydraulic Engineer’s Details. Material notes as those listed in roof sheeting. Downpipes Exposed downpipes are to match the roofing material. Fix with stand off astragals. Refer to finfishes schedule. Colour TBC. Material notes as those listed in roof sheeting. Internal downpipes (not visually exposed) are to be PVC. Allow for expansion/movement packing around any cast in pipes. To Hydraulic Engineer’s Details. Parapet Capping Exposed downpipes are to match the roofing material. Colour to be confirmed prior to construction. Material notes as those listed in roof sheeting. PREPARATION Inspect conditions at site before starting work Ensure framing is in place and secure. Ensure safety equipment is in place. Install safety mesh in accordance with AS/NZS 4389 Safety mesh. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with recommendations in SAA HB 39, Installation code for metal roof and wall cladding. Install each item in accordance with manufacturer’s current written instructions. Form penetration flashings neatly with material



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matching roofing material or install EPDM collars. Provide flashings at all upstands lapped 150mm at junctions. Step flashings evenly. Finish top corners to a line parallel to the roof slope. Close and seal ends of cut ribs. Form back gutters not less than 100mm wide with falls towards the sides of the penetration collars. Seal joints with compatible sealant. Secure downpipes through cladding to structure. Seal at stormwater pipe upstands. Remove debris from gutters and downpipes. Test on completion. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to the proprietor a Warranty covering penetrations through the roof and the satisfactory performance of the complete installation.

END OF SECTION

SECTION FALL-ARREST EQUIPMENT


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SECTION FALL-ARREST EQUIPMENT

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install fall arrest equipment in accordance with OH and S legislation. Equipment to be provided includes: Anchor points, static lines, harness gear, eaves platforms and fences and safety signs. Ensure that every person working above ceiling or eaves level is fully trained in use of the equipment. CO-OPERATE WITH ALL TRADES AS REQUIRED to resolve possible problems before starting work COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1891 Industrial fall-arrest systems and devices.

There are 4 parts to this Standard 1997 – 2009 and a Supplement. 1891.1 2007 Harnesses and ancillary equipment.

AS/NZS 4801 2001 Occupational health and safety management systems - Specification with guidance for use.

Comply with State requirements and codes of practice in relation to work on roofs. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Submit relevant drawings to suppliers or manufacturers of suitable equipment. Obtain suppliers lists of recommended materials and include details of recommendations below, and supply a copy to the Architect prior to commencement of related works. PREPARATION Inspect conditions at site before starting work Check roof framing and other items to which safety equipment is to be fixed. Ensure that structures local to the installed items are secure. A senior technical representative of the material supplier is required to be present to check each part of the installation. ON-SITE ACTIONS Start of work means total acceptance of conditions Secure each item in accordance with Australian Standards. Arrange with the builder and roofer for penetrations if required through roof materials. Ensure that penetrations are completely watertight after installation and on completion of the work. Erect equipment and install eaves platforms and fences. Check again that each person is fully trained in use of the equipment. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering complete installation, and that it will remain waterproof and weather tight. Warranty to include each roof penetration.

END OF SECTION

SECTION DOORS & DOOR FRAMES


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SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install door frames and doors for external and internal door openings. Refer Door and Window Schedules. Timber frames, metal frames, doors, glazed, solid core, waterproof, louvred, flyscreen, security, acoustic, flush panel - hollow core, expressed framed doors. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Carpentry, door hardware, wall construction, glass, painting. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1288 2006 Glass in buildings - Selection and installation. There is a Supplement to this standard. AS 4145 Locksets and hardware for doors and windows. There are 4 parts to this standard,

2001 - 2008. 4145.1 2008 Glossary of terms and rating system. 4145.2 2008 Mechanical locksets for doors and windows in buildings.

AS 5007 2007 Powered doors for pedestrian access and egress. AS 5039 2008 Security screen doors and security window grilles. AS/NZS 5040 2003 Installation of security screen doors and window grilles. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED REFER TO DOOR AND WINDOW SCHEDULES REFER TO PAINT SCHEDULE for paint finishes Shop drawings must be provided to Architect for approval prior to manufacture or construction.

Item Description External sliding windows and doors, External Casement and Fixed Windows, external swing doors

Alspec Commercial Fitzroy. Finish: Dulux Electro Powdercoat In ‘Black Ace’ 9069116F

External Bi fold windows and doors Alspec folding to match Alspec Commercial Fitzroy. Finish: Dulux Electro Powdercoat In ‘Black Ace’ 9069116F

Internal swing doors Solid core: timber Refer to Door and Window Schedule

Door frames: Timber Material: kiln dried hardwood Refer to Door and Window Schedule

Joinery doors Refer to Joinery drawings Internal Flush panel doors Solid core: timber

Refer to Door and Window Schedule Hardware Refer to Door and Window Hardware

Schedule Cavity sliding doors To use CS Cavity sliding mechanisms

Door thickness Generally: 40 mm. External doors and doors over 900 mm wide: 45 mm minimum. Door construction External doors: Solid construction. Timber internal doors Type: Solid core flush panel to new work. Builder will be responsible for all doors to stay straight. Priming Prime timber doors on top and bottom edges before installation. Door stops Install door stops to hinged doors to prevent door furniture striking the wall or other surface, as specified by Architect. Hinge table Provide 3 hinges for external doors and door leafs over 2040 mm in height or 820 mm in width and as follows:

Thickness of door (maximum)

Weight of door (maximum)

Number of hinges (per door leaf)

Size of hinges (steel)

35 mm 35 kg 2 85 x 60 x 1.6 mm 40 mm 68 kg 3 100 x 75 x 1.6 mm Type: Stainless Steel Hinges to be specified.



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Sliding Internal Doors Suspend sliding doors from overhead tracks and wheel carriages appropriate to the size and mass of the doors, where possible use CS Cavity Sliding Systems, unless otherwise indicated on drawings. Builder will be responsible for all doors to stay straight. General: Provide overhead track supports and head and jamb linings, where possible use CS Cavity Sliding Systems appropriate to the arrangement of the door, and removable pelmets at the head to allow access to the wheel carriages for adjustment. Wheel carriages: Fully adjustable precision ball race type providing smooth quiet operation. PREPARATION Inspect conditions at site before starting work Prepare openings in walls. Install fixing grounds to secure frames. Erect a sample frame and door of each type complete. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Erect frames plumb and true. Comply with named Standard listed. At head and jambs allow 3mm clearance. At floor allow 10 mm over floor covering. Check and clean on completion. COMPLETION Complete work in accordance with instructions and written variation orders.

END OF SECTION

SECTION GARAGE DOOR


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SECTION GARAGE DOOR

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply, engineer and install tilt up garage door clad vertically with cedar battens, as detailed, including but not limited to: Drum support, door guides, removable (wicket) gate, manual control devices, electric motors and controls, remote control, locking devices, wind locks, weather strips, tapered bottom rail, powder coating etc as required for intended use. Supply 2 hand held remotes. Supply and install 1 wall mounted transmitter for opening of door from the inside. Supply written instructions (which will be provided to building management) on the procedures regarding replacement of hand held remotes. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Structural steel, brickwork, blockwork, concrete, electrical, painting. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS. Current Edition. AS/NZS 1905.2 2005 Fire-resistant roller shutters. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Refer to detail drawings. Garage door cladding to be Vertical Cedar battens. Details to be confirmed with garage door supplier in relation to door size and weight. PREPARATION Inspect conditions at site before starting work Field measurements : Do not delay job progress. Allow for adjustments and fitting of the work in the field where taking of measurements might cause delay. Co-ordination with work of others : Furnish to each relevant trade foreman anchorages and setting drawings, diagrams, templates and instructions for installation of items having integral anchors which are to be embedded in concrete or masonry construction. Co-ordinate delivery of such items to the project site. ON-SITE ACTIONS Start of work means total acceptance of conditions Provide anchorage needed in time for building in by other trades. Fit : During installation and assembly, form tight joints with exposed connections accurately fitted, and reveals uniform. Finish work accurately, plumb, level, square and true in reference to adjacent construction. Comply with manufacturers' installation instructions throughout. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION METAL WINDOWS & GLAZING


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SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install metal window frames and glass, glazed door, flyscreens, hardware, flashing, sun control material. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Carpentry, frames, brickwork, blockwork, wall framing. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1170 Structural design actions. There are many parts to this Standard, 1989 - 2011 and

Supplements as Commentaries. AS 1288 2006 Glass in buildings – Selection and installation. AS 2047 1999 Windows in buildings – Selection and installation. AS 3715 2002 Metal finishing - Thermoset powder coatings for architectural applications… AS 3959 2009 Construction of buildings in bushfire-prone areas. AS 4145.2 2008 Mechanical locksets for doors and windows in buildings AS/NZS 4680 2006 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles. SAA HB 125 2007 The glass and glazing handbook. Comply throughout with the current edition of the National Construction Code. REFER TO DOOR AND WINDOW SCHEDULES REFER TO PAINT SCHEDULE for paint finishes Shop drawings must be provided to Architect for approval prior to manufacture or construction. MATERIALS TO BE USED

LOUVRE WINDOWS Generally provide 152mm Breezway Louvre window system, with timber blades, with weather strips, slimline handles and clips, to steel surround frames to details and manufacturer’s installation instructions. Use silicone beading to the back of the steel gallery backing strips to manufacturer’s recommendations, and to the undersides of the weatherseal extrusions to the head and sill, and to seal the ends of the extrusions around jambs and louvre frames to form a watertight joint. Allow for high level louvre windows to be automated. Use recommended PVC weatherseal in conjunction with aluminium weatherstrips to the head and sill, and drill one 7mm diameter drainage hole to upstand of the sill weatherstrip. For fixing to aluminium surround frames use M5x10mm long stainless steel pan-headed trilobular screws, 1A Pozi-Driv, 4.50mm diameter. Allow for all louvre windows to be lockable and keyed alike. Allow for maximum 120 mm clear opening between louver blades where louvre window acts as fall protection. Provide matching 102 mm Breezway Louvre window system instead of 152 mm if required, to comply with BCA and AS.

SASHLESS WINDOWS

Item Description External sliding windows and doors Alspec Commercial Fitzroy.

Anodised aluminium finish External Bi fold windows and doors External Swing doors Finish: Dulux Electro Powdercoat

In ‘Black Ace’ 9069116F

Hardware Refer to Door and Window Hardware Schedule Glass: refer AS 1288 for glass thickness.

6.38 mm energy advantage Low-E

Insect screens Refer to Door and Window Schedule Mesh Refer to Door and Window Schedule Sun control material Refer to Door and Window Schedule Louvre windows Breezway Altair 152 mm blades.

Timber blades. Anodised aluminium galleries. Automated operation refer to door and window schedule

Sashless sliders Aneeta Sashless sliders. Refer to door and window schedule.

Hardware Refer to Door and Window Hardware Schedule



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Provide to steel surround frames, standard sashless double-hung or servery windows, by approved manufacturer, with matching steel cover strips inside and outside, including keyed locks, sliders, handles, trim, flashings and sealants as required. PREPARATION Inspect conditions at site before starting work Prepare for installation of aluminium frames. Isolate aluminium from any steel structure or frames. Provide necessary anchors for building into openings. ON-SITE ACTIONS Start of work means total acceptance of conditions Ensure frame anchors are already built in. Comply with AS 2047. Install glass to manufacturer’s instructions with correct sealants. Install flyscreens fixed, hinged, or removable, where directed. Install window winders catches locks etc COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION TIMBER WINDOWS & GLAZING


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SECTION TIMBER WINDOWS & GLAZING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install timber window frames and glass, sashes, glazed door, flyscreens, hardware, flashing, sun control material. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Carpentry, frames, brickwork, blockwork, wall framing, painting. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1288 2006 Glass in buildings – Selection and installation. AS 2047 1999 Windows in buildings – Selection and installation. AS 3959 2009 Construction of buildings in bushfire-prone areas. Comply throughout with the current edition of the National Construction Code. REFER TO DOOR AND WINDOW SCHEDULES REFER TO PAINT SCHEDULE for paint finishes Shop drawings must be provided to Architect for approval prior to manufacture or construction. PREPARATION Inspect conditions at site before starting work Prepare for installation of frames. Supply required anchors for building into openings. ON-SITE ACTIONS Start of work means total acceptance of conditions Ensure frames are anchored. Comply with AS 2047. Install flashing. Install glass to manufacturer’s instructions with correct sealants. Install flyscreens fixed, hinged, or removable, where directed. Install window winders catches locks etc. Comply throughout with manufacturer’s instructions. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION DOOR / WINDOW SECURITY


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SECTION DOOR / WINDOW SECURITY

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install security items. Internal or external, roller screens, hinged and sliding screens, microwave detection, remote control. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Brickwork, blockwork, windows, door frames, roof construction, carpentry, cement render, painting, electrical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZ 1554 Structural steel welding, There are 7 parts to this Standard 1994-2010. AS 1627 Metal finishing – Preparation and pretreatment of surfaces. There are 8 parts to this

standard, 1997 - 2005. 1627.6 2003 Chemical conversion treatment of metals. There are 8 parts to this standard, 1997 - 2005.

AS 1796 2001 Certification of welders and welding supervisors. AS 3715 2002 Metal finishing - Thermoset powder coatings for architectural applications. AS 4100 1998 Steel structures. There is a Supplement to this standard. AS/NZS 4680 2006 Hot-dip galvanized (zinc) coatings on fabricated ferrous articles. AS 5039 2008 Security screen doors and security window grilles. Comply throughout with the current edition of the National Construction Code. REFER TO DOOR AND WINDOW SCHEDULES Shop drawings must be provided to Architect for approval prior to manufacture or construction. Door lockset mounting heights: To centreline of spindle: 1 m above finished floor, unless otherwise indicated, to be confirmed prior to construction Keying: Key doors alike and key windows alike. PREPARATION Inspect conditions at site before starting work Visit site and accurately measure openings etc. before fabrication Before delivery to site, pre assemble where possible all items to ensure proper fit and dimension of each item. Disassemble and pack carefully for shipping to the site. On delivery and unloading, inspect for damage and arrange immediate replacement if necessary. A: Field measurements: Do not delay job progress. Allow for adjustments and fitting of the work in the field where taking of measurements might cause delay. B: Co-ordination with work of others: Furnish to each relevant trade foreman anchorages and setting

drawings, diagrams, templates and instructions for installation of items having integral anchors which are to be embedded in concrete or masonry construction. Co-ordinate delivery of such items to the project site.

ON-SITE ACTIONS Inspect conditions at site before starting work A: Anchorage: Except for anchorages furnished herein but placed by other trades, set and secure

necessary anchorages, including concrete and masonry inserts, bolts, wood screws and other connectors as needed. Perform cutting, drilling and fitting as needed, locating anchorages and holes to ensure proper positioning of completed work.

B: Fit: During installation and assembly, form tight joints with exposed connections accurately fitted, and reveals uniform. Finish work accurately, plumb, level, square and true in reference to adjacent construction. Make tolerances conform to Australian Standards.


END OF SECTION

SECTION HARD PLASTER


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SECTION HARD PLASTER

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Preparation of surface of background, hardplaster application. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, brickwork, blockwork, painting, electrical distribution. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 3972 2010 General purpose and blended cements. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Base coat sand 15mm thick Mix 3 parts sand : 1 part cement

Clean sharp river sand Sieve size % Retain on sieve 4 0 8 5 16 30 30 65 50 95 100 100 Cement Portland Hard finish plaster 2mm thick Neat Plaster accessories Rondo: External cover bead R01, 03 04

Bullnose external corner, R06 Expansion joints R45 Stopping bead: R11, R 12 or R13

Lath (over studwalls) Galvanised expanded metal Lysaght PL 25

PREPARATION Inspect conditions at site before starting work Ensure dirt, grease, oil are removed. Provide cement based key to smooth surfaces. Check substrate for suitability. Prevent damage to adjacent surfaces provide ventilation to finished areas. Install sample area of 3 square metres. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Fix lath over junctions of dissimilar substrates. Apply base coat 13 - 15 mm thick, screed to a smooth level and even surface. Allow to dry. Apply hard finish plaster 2mm thick. Finish with steel trowel to smooth even surface. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION CEMENT RENDER


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SECTION CEMENT RENDER

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Preparation of substrate, application of cement render. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, brickwork, blockwork, painting, door and window installation. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1672 Limes and limestones.

1672.1 1997 Limes for building. AS 3972 2010 General purpose and blended cements. CIA Z39 2010 Render finishes. (www.infostore.saiglobal.com) Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Lathing (over framed walls and construction joints)

Galvanised expanded metal colour, Lysaght PL25, or other approved.

Materials: sand Clean sharp river sand Sieve size % Retain on sieve 4 0 8 5 16 30 30 65 50 95 100 100 Cement Grey Portland. Conform to AS 3972 Lime (if required) Hydrated lime Plaster accessories Rondo: External cover bead R01, 03,

04 Bullnose external corner, R06 Expansion joints R45 Stopping bead: R11, R12 or R13

Mixes Generally 3 parts sand:1 part cement. For render over masonry and concrete substrates, not greater than 6 parts sand, 1 part lime, 1 part cement by volume. Machine mix materials.

PREPARATION Inspect conditions at site before starting work Ensure dirt, grease, and other material which could reduce bonding of render to the surface, are removed. Provide cement based key to smooth surfaces. Check substrate for suitability. Prevent damage to adjacent surfaces. Install sample area of 3 square metres. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Fix lath over junctions of dissimilar substrates. Apply material within 30 minutes of the addition of water. Do not retemper temper. Finish external corners with a 4mm radius round. Extend rendering into recesses, jambs, returns etc. Form V-joints in render at junctions with other materials. Apply base coat 13 - 15 mm thick, screed to a smooth level and even surface. Allow to dry. Finish with wood trowel to smooth even surface. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION PLASTERBOARD


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SECTION PLASTERBOARD

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install plasterboard, water-resistant plasterboard, flexible plasterboard, lining of masonry walls, ceilings, dropwalls, bulkheads. Fire-rated walls. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall, frames, carpentry, brickwork, blockwork, suspended ceiling, electrical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 2589 2007 Gypsum linings in residential and light commercial construction – Application and

finishing – Gypsum plasterboard. There are 2 parts to this Standard, 1997. AS 3740 2004 Waterproofing of wet areas within residential buildings. AS 3740 2010 Waterproofing of domestic wet areas. Comply throughout with the current edition of the National Construction Code. Comply with manufacturer’s technical bulletins: MATERIALS TO BE USED 13mm Plasterboard to all new wall, ceilings, bulkheads, nibs, and the like. 9mm Villaboard (or similar) to all wet area linings (including walls and ceilings). Use Rondo plastering accessories and sections as required to ensure a smooth and surface finish. Square set all cornices. REFER TO PAINT SCHEDULE for paint finishes PREPARATION Inspect conditions at site before starting work Ensure framing is complete and electrical and other wiring is in place. Install a sample, width of one wall (about 3 metres). Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with plasterboard manufacturer’s current written instructions. Form dropwalls, recesses, manholes as required. In wet areas ensure compliance with AS 3740 Waterproofing of wet areas. Install cornices. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION DRY WALL PARTITIONS


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SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install dry wall partitions consisting of steel or timber framing with plasterboard or other lining as indicated. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Carpentry, brickwork, blockwork, suspended ceiling, electrical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1859 Reconstituted wood-based panels - Specifications

1859.1 2004 Particleboard 1859.2 2004 Dry-processed fibreboard. There are 2 other parts to this standard.

AS/NZS 2589 2007 Gypsum linings in residential and light commercial construction – Application and finishing. There are 3 parts to this standard.

AS 3623 1993 Domestic metal framing. AS 3740 2004 Waterproofing of wet areas within residential buildings. AS 3740 2010 Waterproofing of domestic wet areas. AS/NZS 4600 2005 Cold formed steel structures. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED 13mm Plasterboard to all new wall, ceilings, bulkheads, nibs, and the like. 9mm Villaboard to all wet area linings (including walls and ceilings). Use Rondo plastering accessories and sections as required to ensure a smooth and surface finish. Square set all cornices. Internal timber wall lining where shown on drawings. As specified. Timber sample to be provided to Architect for approval. SHEET LINING Supports Install additional timber battens or proprietary cold-formed galvanised steel furring channels: - if framing member spacing exceeds the recommended spacing; - if direct fixing of the sheeting is not possible due to the arrangement or alignment of the framing or substrate; and - to support fixtures. Installation Plasterboard: To AS 2589.1. Framed construction: Screw or nail or combine with adhesive. Masonry construction: Adhesive & mechanical fix directly to battens on masonry. Wet areas: Do not use adhesive. Joints General: Provide recessed edge sheets and finish flush with perforated reinforcing tape. External corner joints: Make over zinc-coated steel corner beads. Wet areas: Provide the flashings, trim and sealants necessary to ensure wet areas are waterproofed, and use only sheeting manufactured specifically for use in wet areas. Joints in tiled areas: Do not apply a topping coat after bedding perforated paper tape in bedding compound. Control joints: Install purpose-made zinc-coated control joint beads in walls and ceilings at the following maximum centres and to coincide with structural movement joints: - Plasterboard: 12 mm. Installation Ply: Ply as specified on finishes schedule: 12 mm Construction: To be nail fixed. Nail holes to be concealed with colour matching filler and lightly sanded over. Joints Sheets to be installed with 2-3 mm expressed joints between sheets. TBC. Exposed Edges: Exposed edge of Ply to be revealed where noted on the drawings, otherwise corners are to be mitred. TRIM General Provide timber or medium density fibreboard trim, such as beads, skirtings, architraves, mouldings and stops, where necessary to make neat junctions between components and finishes. Cornice Generally, no cornice. Wall linings to be scribed to ceilings or shadowline detail OR plasterboard wall lining to be square set to ceiling, refer to details. Skirtings Refer to detail. Architraves Refer details.



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PREPARATION Inspect conditions at site before starting work Ensure electrical wiring and other work is completed before installing linings. Install a sample, width of one wall (about 3 metres). Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Installation of frames: install frame anchorage at floor, walls and ceilings at spacings required by frame manufacturer. Install all linings in accordance with manufacturer’s current written instructions. Form bulkheads, dropwalls, recesses, openings as required. Install other wall lining materials in accordance with manufacturer’s written instructions. In wet areas ensure compliance with AS 3740. Install square set cornices. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION CERAMIC TILE


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SECTION CERAMIC TILE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Prepare surfaces to be tiled. Supply and install bedding as required. Wall tile, floor tiles, external paving tiles. Cleaning of finished work. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, carpentry, plasterboard. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 2358 1990 Adhesives - For fixing ceramic tiles. AS/NZS 3661.2 1994 Slip resistance of pedestrian surface – Guide to the reduction of slip hazards. AS 3740 2004 Water proofing of wet areas within residential buildings. AS 3740 2010 Waterproofing of domestic wet areas. AS 3958 Ceramic Tiles. There are 3 parts to this Standard, 1991 - 2007. AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials. AS/NZS 4663 2004 Slip resistance measurement of existing pedestrian surfaces. Comply throughout with the current edition of the National Construction Code. Comply with material manufacturer’s current written instructions. MATERIALS TO BE USED REFER TO MATERIALS AND FINISHES SCHEDULE. Screed for walls and floors: 1 part cement 4 parts sand. Expansion joints, walls: 5mm. Floors: 8mm. Fill both with silicone rubber to match colour of wall tile finish. Grout: Epoxy based mildew resistant. Grout for floors: prepared grout acid resistant. Grout colours to match tiles. Over floor screed apply waterproof membrane. To be confirmed with Architect prior to construction.

Item Description Floor tiles to bathrooms, ensuites, laundry, powder room

Refer to finishes schedule

Wall tiles to bathroom, ensuites, laundry, powder room

Refer to finishes schedule

Wall tiles to kitchen splashback Refer to finishes schedule

Grout To be confirmed with architect prior to construction.

PREPARATION Inspect conditions at site before starting work Ensure surfaces are clean and dry and no variation on walls greater than 5mm under a 2000 long straight edge. Over floor screed apply waterproof membrane. Prepare tile sample panels of each type, 1 square metres. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Install any substrates and screeds and waterproofing as required for floor tiles. Form expansion joints. Comply with adhesive manufacturer’s instructions. Install any substrates and waterproofing as required for wall tiles. Form expansion joints not more than 2500mm apart and at floor level and at corners of walls, and at change of background material. Alternatively, apply cement render to masonry wall to smooth even surface for wall tiling, include waterproofing. Install grout of selected colour to manufacturer’s instructions. Clean each surface on completion. Form junctions of different materials (eg. tiles to timber flooring / tiles to carpet) so that they occur under the centre line of doors. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION SUSPENDED CEILING


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SECTION SUSPENDED CEILING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install a complete system of suspended ceilings including suspension systems, plasterboard ceilings, bulkheads, ceiling access panels, perimeter trim. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Roof framing, concrete, mechanical services, carpentry, electrical installation. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 2785 2000 Suspended ceilings - Design and installation. AS 2946 1991 Suspended ceilings, recessed luminaries and air diffusers - Interface requirements

for physical compatibility. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED 13mm Plasterboard to all new wall, ceilings, bulkheads, nibs, and the like. 9mm Villaboard (or similar) to all wet area linings (including walls and ceilings). Use Rondo plastering accessories and sections as required to ensure a smooth and surface finish. Square set all cornices. PREPARATION Inspect conditions at site before starting work Erect sample panel of about 10 square metres. Stop. When approved by architect continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply throughout with applicable portions of AS/NZS 2785, or AS 2946, and the data sheets supplied by material manufacturer. When requested by architect, arrange for manufacturer’s representative to visit site and check installation. Adjust installation to permit installation of such items as light fittings, mechanical vent registers. Clean surfaces exposed to view. Replace sections or components which cannot be cleaned. Make good damaged sections or panels affected by later work of other trades. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION STONE PANELS AND FLOORING


67

SECTION STONE PANELS AND FLOORING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Preparation and installation of stone panels and flooring. Required accessories, screeds, anchorages, etc. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work: Concrete, brick walls, block walls, windows, doors. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition AS 2358 1990 Adhesives - For fixing ceramic tiles. AS 3700 2007 Masonry structures set. There are a few Amendments and a 2004 Supplement. AS 3972 2010 General purpose and blended cements. BS 8298 1994 Code of practice for design and installation of natural stone cladding and lining

(British Standard). Comply with the requirements of any authority having jurisdiction over this work, and National Construction Code. MATERIALS TO BE USED REFER TO MATERIALS AND FINISHES SCHEDULE. Of each paver type supply 1% extra. PREPARATION Inspect conditions at site before starting work Stone samples: Provide a total of 2 samples of each stone specified. Samples of stone are to average 1200 x 600 and are to be complete to the extent of surface finishes - face and edges. Selection of colours is made by the architect from a range offered by the supplier through the builder. Stone installed is to match the approved samples in all respects except size. Edges : Grind the straight cut edges to a smooth finish. Reverse face: Rough surface to provide key for mortar bed for floor tiles. Substitutions offered as a result of non-availability of stone will not be accepted. Cement : Sulphate-resisting Portland cement, conforming to AS 3972. Sand :Washed concrete sand or screened gravel, conforming to AS 3700, with a maximum of 5% being less than 75 microns in sieve size. Ordinary mason's sand will not be permitted. Lime : Hydrated lime, conforming to AS 3700. Water : Drinkable quality. Mortar below floor panels A. Mortar mix : 4 parts sand, 1 part cement, minimum 30mm thick. B. Reinforcement : To Structural Engineer’s instructions. C. Adhesive for stone flooring: Grout floor panels and wall panels with cement coloured to match the stone panel colour, to architect's selection. Weather Conditions : Do not proceed with installation of liquid sealants or wall sealers under unfavourable weather conditions. Fixing : fixing devices, bolts, anchors, clips, shims, spacers, lugs and other installation accessories are to be Marine Grade 316 stainless steel. ON-SITE ACTIONS Start of work means total acceptance of conditions. On arrival at site inspect panels and ensure that stone supplied matches samples precisely. Stone panels not matching approved samples, or with chipped or broken edges, cracks or other damage or of improper colour or texture, will be rejected, removed and replaced. Maintain tolerances by preventing concavity or convexity of the stone caused by inaccuracies in the manner in which the surface is formed or finished. Grouting Install 1 metre long grout sample. Obtain architect's approval before proceeding further. Cleaning Remove mortar, and other matter from both surfaces and interfaces of stone. Remove shims exposed to view. Protection Protect installed stone from damage by suitable means until Practical Completion. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION FLOATING FLOORING


68

SECTION FLOATING FLOORING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install floating floors of tongue and grooved panels of sandwich construction or of plywood construction or of solid timber construction. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work: Concrete floor construction, timber floor construction, joinery – site built. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition Obtain most recent written installation instructions provided by the manufacturer. Comply with the requirements of any authority having jurisdiction over this work, and National Construction Code. MATERIALS TO BE USED Refer to Materials and Finishes Schedule. Allow for cork, acoustic underlay, and all other subfloor surface treatments as required. Fixings of any laid timber flooring to match existing flooring fixing method. PREPARATION Inspect conditions at site before starting work Deliver materials when building is at lock up stage. Open packages and spread across joists for minimum of 28 days before fixing. Ensure that the areas to receive floor panels are secure against penetration by water. Ensure that concrete base floor has a moisture content not exceeding 6% or as otherwise required by suppliers. Fill holes or depressions with stable materials which dry completely. Install sample area. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions. Comply throughout with manufacturer’s written instructions. Do not damage during installation. Protect laid floor panels from damage by other trades. Where no finish is applied before delivery, apply finish on site in accordance with manufacturer’s instructions. Cover finished floor surface until completion of project. Cover finished floor surface until completion of project. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION WOOD STRIP FLOORING


69

SECTION WOOD STRIP FLOORING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply, install and finish wood strip flooring on floor framing members and acoustic insulation. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Floor framing, joinery - site built, insulation. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 2796 Timber - Hardwood - Sawn and milled products.

2796.1 1999 Product specification 2796.2 2006 Grade description

AS 4786.2 2005 Timber flooring - Sanding and finishing. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED REFER TO MATERIALS AND FINISHES SCHEDULE Allow for cork, acoustic floor underlay, cork and / or Sikaflex expansion joints, and all other subfloor treatments required and as per timber floor manufacturers recommendation. Fixings of any laid timber flooring to match existing flooring fixing method. External decking and deck surrounds as per Materials and Finishes schedule. PREPARATION Inspect conditions at site before starting work Deliver materials when building is at lock up stage. Open packages and spread across joists for minimum of 28 days before fixing. Check moisture content of timber; coastal areas maximum 13 % moisture, dry areas and air conditioned spaces 9%, to be confirmed with timber supplier prior to construction. Install sample area. Stop. When approved by architect, continue. External decking as per Materials and Finishes schedule, to be laid on kiln dried hardwood battens over Elmich Pedestals. Refer to details. Do not pierce through waterproofing membrane. ON-SITE ACTIONS Start of work means total acceptance of conditions Form junctions of different materials (eg. tiles to carpet) so that they occur under the centre line of doors. Face Nailed Flooring Provide expansion gaps of 10-15mm around the edges of each floor area. Place straight waste wood before each board to be cramped. Nail at minimum 20mm from edge of the board. Two nails for wide boards. Pre-drill nail holes in dense boards. Nails to be no less than 2.5 times the thickness of the board. Punch nails a minimum of 3mm below the surface. Secret Nailed Flooring Fix boards up to 80mm wide with secret nailing gun and apply suitable adhesive to top of floor batten/substarte before nailing. Floor Finishing Rough and fine sand and fill nail holes with fast drying nail filler. Comply with sanding and finishing Standard, see above. Finish treatment to internal timber flooring: Refer to finishes schedule Refer to Material and finishes Schedule. Comply throughout with the written instructions of the manufacturer of selected materials. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION CARPET


70

SECTION CARPET

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and installation of underlay, carpet and accessories. Provide spare carpet. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, carpentry, installation of floors, joinery, preparation of surfaces under and adjacent to floors to receive carpet. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1385 2007 Textile floor coverings - Metric units and commercial tolerances for measurement. AS/NZS 2270 2006 Plywood and blockboard for interior use. AS/NZS 2455 Textile floor coverings - Installation practice. 2455.1 2007 General. This Standard

provides full instructions of pre-installation requirements and installation methods. 2455.2 2007 Carpet tiles.

AS/NZS 4288 2003 Soft underlays for textile floor coverings. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED REFER TO MATERIALS AND FINISHES SCHEDULE PREPARATION Inspect conditions at site before starting work Ensure floors are dry, clean with no hills or valleys. Comply with AS/NZS 2455.1. Comply with Appendix B to ensure moisture content of concrete does not exceed the stated limit. Repair imperfection of the floor surface which might impair the finished carpeted surfaces. Broom clean or vacuum clean surfaces upon which carpet is to be laid. Install carpet in one room. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Test concrete for moisture content to AS/NZS 2455. Secure carpet fixings to manufacturer’s instructions. Lay underlay. Stretch carpet and secure to fixings. On completion of laying each section of carpet, vacuum the surface clean. Provide spare carpet of each type laid, 3 % of area laid. Form junctions of different materials (eg. tiles to carpet) so that they occur under the centre line of doors COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION PAINTING


71

SECTION PAINTING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and apply paints and other finish coatings. Refer Materials & Finishes Schedule. Refer to Paint Schedule. CO-OPERATE WITH ALL OTHER RELEVANT TRADES to resolve possible problems before starting work. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 2311 2009 Guide to the painting of buildings. AS/NZS 2312 2002 Guide to the protection of structural steel against atmospheric corrosion by the use of

protective coatings. Comply throughout with the current edition of the National Construction Code. REFER TO PAINT SCHEDULE for paint finishes. The contractor must strictly adhere to all requirements included within the documents. The contractor must obtain written approval from the Design Team prior to the substitution of any specified or scheduled finish. PAINTING Order of work Complete clear timber finishes before commencing opaque paint finishes in the same area. Protection Remove door furniture, switch plates, light fittings and other fixtures before starting to paint, and refix in correct position on completion of painting. Restoration Clean off marks, paint spots and stains progressively. Touch up damaged decorative paintwork or misses with the paint batch used in the original application. Substrate preparation Provide a filler tinted to match the substrate if the finish is transparent. Paint application Apply the first coat immediately after substrate preparation and before contamination of the substrate can occur. Ensure each coat of paint or clear finish is uniform in colour, gloss, thickness and texture, and free of runs, sags, blisters, or other discontinuities. Priming before fixing Timber: Apply a first coat (two coats to end grain) to exposed roof trim, timber doors and window frames, tops and bottoms of doors, associated trims and glazing beads before fixing in position. Steel: Apply a priming coat of inorganic zinc silicate binder to GPC C-29/8. Repair of galvanising If galvanised or zinc-coated surfaces have been cut or welded after galvanising, prime the affected area with a zinc-rich organic binder to GPC C-29/16. Finishing timber floors After sanding, finish with 3 coats of clear floor sealer to GPC P-205. Paint system description If a system is referred to only by its final coat (for example by the manufacturer’s brand name, the APAS specification code or the generic name) provide stains, primers, sealers and undercoats which are suitable for the substrate and are compatible with the finish coat and each other. Paint final coat table Provide paints as follows:

Final coat Use paint to APAS specification

Interior

Semi gloss and Full gloss enamel (solvent-borne) GPC E-15/4

Flat latex GPC L-26/4

Low gloss latex GPC L-26/5

Semi-gloss latex GPC L-27

Gloss latex GPC L-164

Exterior

Full gloss solvent-borne GPC E-15/3

Flat latex GPC L-26/3

Low gloss latex GPC L-26/3

Semi-gloss latex GPC L-169

Gloss latex GPC L-28

Latex stain, opaque GPC V-115/3

Stain, lightly pigmented GPC V-115/1

SECTION PAINTING


72

Extent of Work Allow to paint all new work according to the painting system outlined above. All colour selections and specifications are to be provided by the Architect prior to construction. The builder is to allow for material and colour selections as outlined in Section 1.1 relating to General Requirements.

PAINTING OF STEELWORK Surface finishing Special attention shall be paid to the following:- - Weld spatter and manufacturers marking shall be removed and ground smooth. - Fillet welds shall be uniform and smooth, - Pin holes and other defects shall be rectified and ground back to suit. - Butt welds shall be ‘V’ prepared and the surface ground smooth. Surface preparation All steel surface to be coated shall be blast cleaned to a ‘near white’ metal finish according to A1627.4 class 2.5 to 3 (60 mm min dft). Painting All steel columns are to be finished in primed with Dulux Luxepoxy White primer followed by 2 coats of Ferreko #3 in ‘Natural Steel Grey’. Refer to Manufacturer’s details for further instructions. Paint system Paint system where proposed must be a complete coating system accompanied by a reputable manufacturer’s recommendations, and be equivalent to the above spec. Prohibition of paint Paint is prohibited where:- - ambient temperature is less than 10 ºC. - relative humidity is greater than 85 %. Paint application Where field application is carried out by brush and roller, application is to be discussed and approved by Architect prior to construction. Manufacturer’s recommendations shall be adhered to at all stages of surface. CLEAR FINISHES Timber Flooring (Generally) To be finished to manufacturers recommendation. Refer to finishes schedule. Timber Decking Sand trafficable decking prior to application: Apply finish as per finishes schedule, to manufacturers recommendation. Lightly sand between coats. Allow 24 hours between coats. Allow weathering period of one month prior to application of finish. Lightly sand between coats. Allow 48 hours between coats. PREPARATION Inspect conditions at site before starting work Prepare each surface to be painted in accordance with manufacturer’s instructions. Prepare a sample panel of 2 square metres of each paint type. Stop. When approved by design team, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Design team will check each prepared surface. Do not proceed with painting until check completed. Apply scheduled coats and paint types to manufacturer’s instructions, and AS/NZS 2311. Delivery storage and handling: A. Store materials in designated spaces in a manner which meets the requirements of applicable codes and

fire regulations. When not in use, keep such spaces locked and inaccessible to those not employed under this section. Provide each space with a fire extinguisher of carbon dioxide or dry chemical type bearing a tag of recent inspection.

B. Bring materials to the building and store in manufacturer's original sealed containers, bearing the manufacturer's standard label, indicating type and colour. Deliver materials in sufficient quantities in advance of the time needed in order that work will not be delayed in any way.


END OF SECTION

SECTION TOILET & SIMILAR COMPARTMENTS


73

SECTION TOILET & SIMILAR COMPARTMENTS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install compartment assemblies for toilets, showers, dressing, including hardware and accessories. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Floor construction, wall construction, ceiling construction, ceramic tile. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1546 On-site domestic wastewater treatment units.

1546.1 2008 Septic tanks. 1546.2 2008 Waterless composting toilets.

Comply with current printed instructions supplied by manufacturer. Comply throughout with the current edition of the National Construction Code. REFER TO JOINERY DRAWINGS AND WET AREA AND SANITARY ITEMS SCHEDULE PREPARATION Inspect conditions at site before starting work Obtain approval to disturb floor and wall tiles before securing pedestals and wall fixings. Install items to architect’s set outs. Install one compartment. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Secure or hang components straight and plumb according to manufacturers instructions. Install hardware and accessories. Ensure all components work as manufacturer intends. Clean all surfaces on completion. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION GLASS SHOWER COMPARTMENTS


74

SECTION GLASS SHOWER COMPARTMENTS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install compartments of glass for showers with or without frames including but not limited to: Hinges, door furniture and fixings devices. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Floor construction, wall construction, wall surfaces, ceramic tile, metalwork. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1288 2006 Glass in buildings – Selection and installation. AS/NZS 2208 1996 Safety glazing materials in buildings. AS 3588 1996 Shower bases and shower modules. AS 3740 2004 Waterproofing of wet areas within residential buildings. AS 3740 2010 Waterproofing of domestic wet areas. Comply with manufacturer’s current technical bulletin. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED REFER TO JOINERY DRAWINGS AND WET AREA AND SANITARY ITEMS SCHEDULE Clear 12mm toughened glass fixed frameless shower screen suspended 5 mm from the finished floor surface. Conceal any required supports in ceiling void and / or wall.

PREPARATION Inspect conditions at site before starting work Co-operate with installers of other related materials and surfaces. Check floor levels of adjacent finished surfaces. . Install items to architect’s set outs. Install one compartment. Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with AS 3740 2004 or AS 3740 2010. See above. Secure shower base and set framing materials in place. Ensure that water cannot pass beyond screen and door. Apply silicone rubber at junctions. Install hardware and accessories. Clear surfaces on completion. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION MIRRORS


75

SECTION MIRRORS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install mirrors with metal frames as detailed herein. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work. Wall framing, wall lining, drywall partitions, plasterboard, fibre cement, ceramic tile, painting. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition AS 1231 2000 Aluminium and aluminium alloys – Anodic oxidation coatings. AS 1288 2006 Glass in buildings – Selection and installation. AS 1627 Metal finishing – Preparation and pretreatment of surfaces. There are 8 parts to this

Standard, 1997-2005. 1627.6 2003 Chemical conversion treatment of metals.

AS/NZS 2208 1996 Safety glazing materials in buildings. ALL MIRRORS ARE TO BE 6mm THICK SILVER QUALITY TWIN COATED CLEAR GLASS, UNLESS NOTED OTHERWISE BY ARCHITECT. PREPARATION Inspect conditions at site before starting work. Prepare surfaces affected by the installation in accordance with manufacturer’s written instructions. Clean surfaces to receive silicone sealants. Clear backing boards or wall surfaces to remove dust and dirt. Seal new plasterboard or fibre cement with 1 coat of pigmented sealer. ON-SITE ACTIONS Start of work means total acceptance of conditions. Install inset mirrors before wall finishes are complete around mirrors. Ensure that the mirrors are installed truly horizontal and/or vertical, and to the extents intended in the drawings. Do not include extra mirror junctions unless approved by the architect. FACE FIXING OF MIRRORS Fasten mirrors to the backing with structural silicone. CLEANING Thoroughly clean areas in which work has been performed and those adjacent to the work area. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION MANUFACTURED CASEWORK - SHOP BUILT


76

SECTION MANUFACTURED CASEWORK - SHOP BUILT

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and installation of manufactured casework items, including but not limited to items indicated in Joinery Drawings. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Carpentry, wall finishes, floor finishes, ceiling finishes, water distribution, electrical installation. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 1859 Reconstituted wood-based panels - Specifications

1859.1 2004 Particleboard 1859.2 2004 Dry-processed fibreboard. There are 2 other parts to this Standard.

AS 2754.2 1991 Adhesives for timber and timber products – Polymer emulsion adhesives. AS/NZS 2924 1998 High pressure decorative laminates - Sheets made from thermosetting resins.

There are 2 parts to this standard. AS/NZS 4386 1996 Domestic kitchen assemblies. There are 2 parts to this standard. Comply throughout with the current edition of the National Construction Code. REFER TO JOINERY DRAWINGS No variations to the selected materials will be accepted without written approval. PREPARATION Inspect conditions at site before starting work Construct by screwing and gluing or other approved method. A dry stapled assembly will not be approved. Fabricate bench tops as recommended by the materials’ manufacturer. Locate openings accurately using templates or roughing-in diagrams for proper size and shape. Where located in bench tops, seal edges of cut-outs with a water resistant coating. Back prime concealed solid timber surfaces prior to installation. Install fasteners hinges etc. in accordance with manufacturer’s instructions. ON-SITE ACTIONS Start of work means total acceptance of condition Use concealed shims as required to install the work plumb, level, straight and distortion free within the following tolerances: 1mm in 800mm for plumb and level (including bench tops), 0.5mm maximum offsets in flush adjoining surfaces, 0.5mm maximum offsets in revealed adjoining surfaces. Scribe and cut to fit adjoining work; refinish cut surfaces or repair damaged finishes at cuts. Secure joinery with anchors to substrates, or secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing. Install casework without distortion so that doors will fit openings properly and be accurately aligned. Install door and joinery hardware as indicated on drawings. Adjust joinery to achieve a uniform appearance. Lubricate and clean hardware making final adjustments needed for proper operation. Remove handling marks from visible joinery surfaces. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION FLOOR MATS & FRAMES


77

SECTION FLOOR MATS & FRAMES

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install floor mat and frame recessed into floor well at entry to building. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, floor coverings, unit pavers, concrete screeds. COMPLY WITH APPLICABLE CLAUSES OF THE NATIONAL CONSTRUCTION CODE Current Edition. MATERIALS TO BE USED Refer to detail. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION CONCRETE INSITU SWIMMING POOLS, SPAS AND PONDS


78

SECTION CONCRETE INSITU SWIMMING POOLS, SPAS AND PONDS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Design, install a concrete swimming pool, spa and pond including, but not limited to: Suspended concrete pool, in pool lighting, water pumping and treatment equipment, ladders, safety fence and gate. CO OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work: Carpenter, plumber, drainer, concreter, metalworker, electrician, tiler, cement render. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS. Current edition AS 1926 Swimming pool safety.

1926.1 2007 Safety barriers for swimming pools. Plus 1 Amendment 2008 1926.2 2007 Location of safety barriers for swimming pools. Plus 1 Amendment 2008. 1926.3 2010 Water recirculation systems.

AS 2160.1 1998 Contract for the supply and construction of a concrete swimming pool or spa. AS 2560.2.5 2007 Sports lighting - Specific applications – Swimming pools AS 2610 Spa pools.

2610.2 2007 Private spas. AS 2783 1992 Use of reinforced concrete for small swimming pools.

There are 2 Amendments to this standard, 1992-1994. AS 2818 1993 Guide to swimming pool safety. AS 2820 1993 Gate units for private swimming pools. There is 1 Amendment to this standard, 2000. AS 3633 1989 Private swimming pools - Water quality. AS 3634 1989 Solar heating systems for swimming pools. MATERIALS TO BE USED

Item Description Concrete Refer Structural Engineer. Skimmer boxes Allow for coping. Interior finish Refer to finishes schedule. Tiles Refer to finishes schedule. Filter / chlorinator / etc TBC. Refer to hydraulic engineer. Heating Pond: Unheated

Pool & Spa: Heated TBC Pool lights Refer to schedule.

Refer Section Electrical Distribution. Fence and gate Metal Fence and Gate.

Refer to detail. Refer structural engineer. Comply with AS 2820 and National Construction Codes.

Ladders, etc. Grade 316 Stainless steel. PREPARATION Inspect conditions at site before starting work. Prepare surfaces for each item to be installed. Apply tiles to an area of 3 square metres. When approved by architect, continue. ON SITE ACTIONS Start of work means total acceptance of conditions. Install materials in accordance of manufacturer’s instructions where applicable. Form expansion joints in tiled areas. Check fabrications on arrival and after installation. Obtain architect’s approval of each installation. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION ENTRY SURVEILLANCE


79

SECTION ENTRY SURVEILLANCE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install surveillance equipment with associated cable installation. Equipment may include video, door answering, intrusion detection, movement detection and monitoring. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work: Floor construction, electrical installation, wall construction, communications cabling, ceiling construction, finishing trades. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition ISO/IEC 15018 2005 Information technology – Generic cabling for homes. AS/CA S008 2019 Requirements for Customer Cabling Products. AS/ACIF S009 2006 Installation Requirements for Customer Cabling (Wiring Rules). MATERIALS TO BE USED TO BE SPECIFIED IN CONSULTATION WITH LOCAL SECURITY CONTRACTOR. PREPARATION Inspect conditions at site before starting work Examine carefully the proposed route for cable installation and installation of other components. Obtain architect’s approval before executing the work. Provide necessary safety or security controls where required to ensure safe practices and installations. Provide needed penetration, openings, chases and structures for safe secure and effective installation of cable. If installation is required in the electrical riser, co-operate with the electrician. ON-SITE ACTIONS Start of work means total acceptance of conditions. Comply with codes listed above. Refer also to installation clauses for each item. Mark and identify as required. Complete all administration as required. Where requested by supply authority supply test data obtainable from component manufacturer. Arrange for inspections by component manufacturer's representative to ensure correct application, use and installation. Adjust installations of components to ensure proper fit and alignment. Remedy items of inefficient operation or of doubtful performance. Clean visible items to original condition. Remove debris from installation in concealed spaces. Protect installed items from damage from any source until Practical Completion. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION FLOOR DRAINS


80

SECTION FLOOR DRAINS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install floor drains recessed into floor surface constructed of concrete, timber, or other. Location for floor drains: Bathrooms, Ensuites, Laundries, shower compartments, balconies, driveway, garage, waste store rooms. Refer to Hydraulic Engineer’s drawings and specifications. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, resilient flooring, ceramic, carpentry, waterproofing, storm drainage. Perform the entire installation in accordance with the requirements of the statutory authority having jurisdiction. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS/NZS 3500 2003 Plumbing and drainage.

3500.3 2003 Stormwater drainage 3500.3.1 1998 Stormwater drainage - Performance requirements. 3500.5 2000 Domestic installations. There are numerous parts to this standard, 1995 - 2003.

Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED TO HYDRAULIC ENGINEER’S DRAWINGS AND SPECIFICATIONS Supply only products which bear the required indication of approval of the statutory authority having jurisdiction. Generally all drains to be Marine grade 316 stainless steel longitudinal lineal drains

Item Description Floor Waste: Bathrooms, Ensuites, Shower compartments

Stormtech 65 ARi Linear Drainage, to match required length of room as indicated on drawings.

Floor Waste: Laundry

Stormtech 65 ARi Linear Drainage, to match required length between walls as indicated on drawings.

Driveway Grate: Stormtech 100ARI20, unless otherwise detailed by Hydraulic engineer, to match the required width of driveway.

Landscaping: Stormtech linear 316 marine grade drains, sizes as required by landscape consultant and Hydraulic’s engineer.

Floor wastes to Balconies, store rooms and other areas.

As per Hydraulic engineering details.

PREPARATION Inspect conditions at site before starting work Ensure that adequate depth, falls and other conditions exist before ordering and installing floor drains. Prepare for installation of formwork and pipes through structures. Co-operate fully with each trade involved with the installation. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply fully with manufacturers’ written instructions. Locate accurately the depth and falls required. Install formwork and provide for openings to drain pipes, before pouring concrete or constructing floor. Arrange for inspection by manufacturer and local authority. Ensure that surface level of installed work matches that of finished floor surfacing material Connect to stormwater drains or sanitary drains as advised by local authority. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION

SECTION WATER STORAGE TANKS


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SECTION WATER STORAGE TANKS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install water storage materials and equipment for storage of rain and other potable water, including tanks, stands, filters, reticulation, to Hydraulic Engineer’s specifications. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, metal work, carpentry, water distribution. Perform the entire installation in accordance with the requirements of the statutory authority having jurisdiction. COMPLY WITH APPLICABLE CLAUSES OF BUILDING STANDARDS INCLUDED IN THE NATIONAL CONSTRUCTION CODE. Current Edition COMPLY WITH BASIX REQUIREMENTS TO HYDRAULIC ENGINEER’S DRAWINGS AND SPECIFICATIONS Supply only products which bear the required indication of approval of the statutory authority having jurisdiction. PREPARATION Inspect conditions at site before starting work Ensure that each part of the site or building to which equipment will be connected is secure and will permanently support components. Ensure that adequate falls will maintain water flows. ON-SITE ACTIONS Start of work means total acceptance of conditions Arrange installed components in logical sequence. Form secure connections without causing damage to existing building or structures. Install reticulation pipes to match where possible the materials described in Water Distribution trade section. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

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SECTION AIR CONDITIONING


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SECTION AIR CONDITIONING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply, install and commission split-system air conditioning consisting of but not limited to several indoor units and a separate outside condenser unit which supply heated or cooled air for the living, dining and kitchen areas. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall, floor and ceiling construction, finishing trades, electrical installation. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1324 Air filters for use in general ventilation and airconditioning. There are 2 parts to this

standard, 2001, 2003. AS 1668 The use of ventilation and airconditioning in buildings. There are 5 parts and 2

Supplements to this standard, 1998 - 2002. AS/NZS 3000 2007 Electrical installations (Australian/New Zealand Wiring Rules), 1 Amendment 2009. AS 4254 2002 Ductwork for air-handling systems in buildings. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED TO BE CONFIRMED WITH CLIENT AND ARCHITECT ALL SUPPLY AND RETURN AIR GRILLES TO ARCHITECT’S DETAILS PREPARATION Inspect conditions at site before starting work Provide necessary safety or security controls where required to ensure safe practices and installations. Provide needed penetration, openings, chases and structures for safe secure and effective installation of components. If installation is required in a duct or riser co-operate with the other relevant trades. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with the written requirements of the manufacturer and those of the relevant Australian Standards. Ensure that the structure required to support the equipment is adequate for the purpose. Make good any surfaces damaged or marked during the installation. Arrange for inspection of installation by manufacturer’s representative to ensure correct installation. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

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SECTION ELECTRICAL DISTRIBUTION


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SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Design, supply and installation of electrical transmission and reticulation materials from mains supply to required electrical power and light outlets, telephone, internal communication system and television outlets. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Floor construction, wall construction, ceiling construction, carpentry, joinery. Licensed electrical technicians only may perform work, experienced in the requirements of the project. Licences are those issued by the State authority having direct control or interest in the work. Perform the entire installation in accordance with the requirements of the statutory authority having jurisdiction. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1680 Interior lighting. There are 10 parts to this Standard, 1991 - 2009. AS/NZS 2293 Emergency escape lighting and exit signs for buildings. There are 3 parts to this

Standard, 1995 – 2005 plus Amendments. 2293.2 1995 Inspection and maintenance.

AS/NZS 3000 2007 Electrical installations (Australian/New Zealand Wiring Rules), 1 Amendment 2009. AS/NZS 3012 2010 Electrical installations - Construction and demolition sites. AS/NZS 3018 2001 Electrical installations - Domestic installations. AS 3786 1993 Smoke alarms. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Supply only products which bear the required indication of approval of the statutory authority having jurisdiction. REFER TO ELECTRICAL PLANS REFER TO LIGHTING SCHEDULE Consumer mains General: Provide a consumer mains and connect to the main service. Switchboards General: Provide control switchgear, circuit breakers and earth leakage protection devices (RCDs) on a wall-mounted switchboard enclosed in a case with a hinged door. Make provision for the authority’s equipment and have it installed. Electrical wiring General: Conceal cables and conduits, including underground cable or conduit entering the building, in a manner that will allow wiring replacement without structural work or the removal of cladding or lining. Do not penetrate damp-proof courses. Connection of fixed and stationary appliances: Provide connecting devices with socket outlet and flush blank plate. All electrical wiring to be shielded. To be confirmed with Architect prior to construction. Electrical accessories General: Install flush mounted accessories in wall boxes in masonry and in mounting brackets in stud walls. Telecommunications cabling Standards: To TS 009 and AS/NZS 3086. Wiring: Conceal cables and conduits, including underground cable or conduit entering the building, in a manner that will allow wiring replacement without structural work or the removal of cladding or lining. Do not penetrate damp-proof courses. Pre-wiring: Have pre-wiring of telephone, data, TV and telecommunications services carried out before installation of linings, paving and landscaping. Connection of fixed and stationary appliances: Provide connecting devices with socket outlet and flush blank plate. All cabling is to be installed in conduits to allow for future NBN upgrage. Ceiling Fans Provide and connect ceiling fans to manufacturer’s instructions and details. Refer to electrical plan for locations and specification. Rangehood Connect and duct out to manufacturer’s instructions and details, to grille to future spec. Bathrooms, Ensuite, WC, & Laundry Ventilation Provide slot exhausts flush in ceilings with required ducting and exhaust fans, as approved by Architect, appropriate to the use and size of rooms to be ventilated, in accordance with the fan manufacturer’s recommendations. The impellers shall be mixed-flow, direct-driven by 2-speed motors with integral thermal protection. The motors shall also be suitable for speed control. Connect & duct to ceiling grilles in rooms and duct out with flexible ductwork to suitable rain-proof, gravity shutter wall grilles to the architect’s approval. Allow to install timer switches to all vents. Airconditioning



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Supply & install airconditioning to the living, dining and kitchen areas. Smoke alarms Power: Connect to consumer mains power. Completion tests Test the electrical installation, smoke alarms, airconditioning and fan driven ventilation prior to completion. PREPARATION Inspect conditions at site before starting work Provide necessary safety or security controls where required to ensure safe practices and installations. The following preparatory actions are to be performed by the builder for the electrician: A. Slab penetrations for floor-mounted GPO’s, telephone outlets etc. B. Chasing and making good for conduit access. C. Chasing and wiring duct, GPO’s switches etc. D. Supply and installation for access opening where required. E. Provision of electrical riser. F. Provision of signwriting to distribution board. G. Forming, trimming, patching and making good of openings for luminaires to sizes required by the

electrician. H. Provision of concrete. I. Making good existing roadway etc. J. Making good existing building surfaces etc, as required. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with Standards throughout and requirements of supply authority. Install light fittings, switchboard and distribution board, metre board and box. Arrange for inspection by supply authority inspector. Obtain compliance certificate. Connect to main supply. Cable: Secure cable, using materials specified above, at centres recommended by regulations and/or manufacturer. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

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SECTION LOW VOLTAGE LIGHTING


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SECTION LOW VOLTAGE LIGHTING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Low voltage lighting and reticulation, transformers, LED, quartz or tungsten halogen lamps with dichroic reflectors, mounting devices and reflectors. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Electrical installation, ceiling construction, wall construction and finishes. Licensed electrical technicians only may perform work, experienced in the requirements of the project. Licences are those issued by the State authority having direct control or interest in the work. Perform the entire installation in accordance with the requirements of the statutory authority having jurisdiction. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. AS 1680 Interior lighting. There are 14 parts to this Standard, 1991 - 2009. AS/NZS 3000 2007 Electrical installations (Australian/New Zealand Wiring Rules), 1 Amendment 2009. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Lamps 12 volt system AC +3%-6% Transformers Fully enclosed designed to be concealed

from view, with performance compatible with lamp. Provide transformers on a ratio of 1 transformer to 1 lamp. Provide mounting for securing each transformer in place. Transformer properties : 5% regulation or better short circuit protected, fitted with fuse on the secondary output.

Dimmer Switches Allow for light dimmers to all new lights as noted on electrical plan. Where light dimmers are used of the thyristor type provide a tuned inductance between the dimmer and the primary of the isolating transformer.

Face Plates Provide matching face plates to all switches, power point outlets, cabling and telephone docks.

Supply only products which bear the required indication of approval of the statutory authority having jurisdiction. REFER TO LIGHTING SCHEDULE COMPLY WITH BASIX REQUIREMENTS PREPARATION Inspect conditions at site before starting work Provide necessary safety or security control where required to ensure safe practices and installations. Remove material or insulation from within 150mm above or beside lamp reflectors. Ensure adequate ventilation. Comply with AS/NZS 3000 clause 4.3.6.3. ON-SITE ACTIONS Start of work means total acceptance of conditions Cable: Secure cable, using materials specified above, at centres recommended by regulations and/or manufacturer. Conceal wiring and cable equipment. Conduit cable where necessary or required in approved material. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

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SECTION COMMUNICATION CABLING


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SECTION COMMUNICATION CABLING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and installation of communication including ISDN, systems. The work includes: Connection to the carrier’s main cable (by carrier) Cabling routing design Use of cabling Distribution devices Compliance with Australian Standards CO-OPERATE AND CO-ORDINATE WITH THESE OTHER TRADES to resolve possible problems before starting work Electrical installation, floor construction, wall construction, ceiling construction, finishing trades. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition. ISO/IEC 15018:2005 Information technology – Generic cabling for homes. AS/ACIF S008 2006 Requirements for customer cabling products. AS/ACIF S009 2006 Installation requirements for customer cabling (Wiring Rules). Perform work employing experienced tradespeople familiar with the quality of work required and who are L-licensed in accordance with requirements of AS/ACIF S009. Arrange for a conference with relevant other trades to decide upon matters which affect them. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Refer to ISO/IEC 15018 2005. Before ordering materials submit to the carrier a list of components and their descriptions, for carrier’s approval. Provide and install the equipment specified in the Standard and AS/ACIF instructions. PREPARATION Inspect conditions at site before starting work Examine carefully the proposed route for cable installation and installation of other components. Obtain architect’s approval before executing the work. Provide necessary safety or security controls where required to ensure safe practices and installations. Provide needed penetration, openings, chases and structures for safe secure and effective installation of cable. If installation is required in the electrical riser, co-operate with the electrician. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with codes listed above.. Refer also to installation clauses for each item. Refer to drawings for locations of connections, equipment and outlets. Provide field quality control A. Where requested by supply authority supply test data obtainable from component manufacturer. B. Arrange for inspections by component manufacturer's representative to ensure correct application, use

and installation. Adjust installations of components to ensure proper fit and alignment. Remedy items of inefficient operation or of doubtful performance. Clean visible items to original condition. Remove debris from installation in concealed spaces. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering the complete installation, and that it will remain intact and operational for .

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SECTION FIREPLACE


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SECTION FIREPLACE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply, install and commission wood fired fireplace build in to living room joinery. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall, floor and ceiling construction, finishing trades, electrical installation, hydraulic and gas installation, joinery. COMPLY WITH APPLICABLE CLAUSES OF THE RELEVANT BUILDING STANDARDS Current Edition. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED REFER TO DRAWINGS AND JOINERY DRAWINGS Panoramic FXI wood stove from stovesonline. To be confirmed with client and architect. PREPARATION Inspect conditions at site before starting work Provide necessary safety or security controls where required to ensure safe practices and installations. Provide needed penetration, openings, chases and structures for safe secure and effective installation of components. If installation is required in a duct or riser co-operate with the other relevant trades. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with the written requirements of the manufacturer and those of the relevant Australian Standards. Ensure that the structure required to support the equipment is adequate for the purpose. Make good any surfaces damaged or marked during the installation. Arrange for inspection of installation by manufacturer’s representative to ensure correct installation. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.