SPECIFICATION - Welcome | openEQUELLA · 2019-01-13 · OBVIOUS WORK ... ALUMINIUM DOORS AND...

SPECIFICATION

Proposed Factory Units & Office Space

For

Tasmegs Development Pty Limited

At

7 Layland Way, Banksia

Prepared by

Olympic Designs 55 Olympic Parade

HOMEBUSH NSW 2140 Tel: 1234 5678 Fax: 1234 5679

Proposed Factory Units & Office Space 7 Layland Way, Banksia

1262R_2 Spec

TABLE OF CONTENTS

1. GENERAL CONDITIONS ..................................................................9 1.1. SPECIFICATION ......................................................................................... 9 1.2. PRICES ....................................................................................................... 9 1.3. CONDITIONS OF CONTRACT ................................................................... 9 1.4. SCOPE OF WORKS.................................................................................... 9 1.5. WORKMANSHIP AND MATERIALS ........................................................... 9 1.6. DOCUMENTS.............................................................................................. 9 1.7. OBVIOUS WORK ........................................................................................ 9 1.8. VARIATIONS............................................................................................. 10 1.9. BUILDER’S RESPONSIBILITY ................................................................. 10 1.10. INSPECTIONS .......................................................................................... 11 1.11. SERVICES ................................................................................................ 11 1.12. PLANT AND EQUIPMENT ........................................................................ 11 1.13. SETTING OUT........................................................................................... 11 1.14. SIGNBOARD ............................................................................................. 12 1.15. MAINTENANCE AND CLEARNING.......................................................... 12 1.16. ON COMPLETION..................................................................................... 12 1.17. COMPLIANCE........................................................................................... 12

2. EXCAVATION AND SITE WORKS..................................................13 2.1. GENERALLY ............................................................................................. 13 2.2. NATURE OF SITE..................................................................................... 13 2.3. BULK EXCAVATION ................................................................................. 13 2.4. COMPACTING AND FILLING ................................................................... 13 2.5. FOOTING EXCAVATIONS........................................................................ 13 2.6. MAINTAINING EXCAVATIONS................................................................. 13 2.7. BASE COURSE......................................................................................... 13 2.8. EXCAVATION FOR SERVICES................................................................ 14 2.9. SPOIL AND DEBRIS ................................................................................. 14 2.10. REINSTATEMENT, RECTIFICATION AND DEPOSITS ........................... 14

3. CONCRETE.....................................................................................15 3.1. GENERALLY ............................................................................................. 15 3.2. SCOPE OF THE WORK............................................................................ 15 3.3. DRAWINGS............................................................................................... 15 3.4. INSPECTION............................................................................................. 15 3.5. SETTING OUT........................................................................................... 16

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1262R_2 Spec

3.6. MATERIALS .............................................................................................. 16 3.7. CONCRETE QUALITY .............................................................................. 16 3.8. SAMPLING AND TESTING....................................................................... 16

Generally .........................................................................................16

Number of Samples .........................................................................17

Rejection..........................................................................................17 3.9. DEFECTIVE MATERIAL............................................................................ 17 3.10. FORMWORK............................................................................................. 17 3.11. EMBEDMENT AND CORES ..................................................................... 18 3.12. REINFORCEMENT ................................................................................... 18 3.13. CONCRETE PLACEMENT........................................................................ 18 3.14. COMPACTION .......................................................................................... 19 3.15. CURING AND PROTECTION ................................................................... 19 3.16. STRIPPING ............................................................................................... 19 3.17. JOINTING.................................................................................................. 19 3.18. MOISTURE PROOF BARRIER................................................................. 20 3.19. DRAINAGE PITS....................................................................................... 20 3.20. CONCRETE SURFACE FINISHES........................................................... 20

Type A-Keyed Finishes....................................................................20

Type B-Trowelled Finish ..................................................................20

Type C-Floated Finish......................................................................20

4. STRUCTURAL STEELWORK .........................................................21 4.1. EXTENT OF THE WORK .......................................................................... 21 4.2. SHOP DRAWINGS.................................................................................... 21 4.3. MATERIALS, WORKMANSHIP AND FINISH ........................................... 21 4.4. ATTENDANCE .......................................................................................... 21 4.5. ATTACHMENTS........................................................................................ 21

5. METALWORK..................................................................................22 5.1. GENERALLY ............................................................................................. 22 5.2. MATERIALS .............................................................................................. 22 5.3. WORKMANSHIP ....................................................................................... 22 5.4. FASTENINGS............................................................................................ 23

Generally .........................................................................................23

Welding, Brazing and Soldering.......................................................23

Aluminium Fastenings......................................................................23 5.5. PROTECTION ........................................................................................... 23 5.6. EPOXY POWDER COATING.................................................................... 23

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1262R_2 Spec

5.7. ANODISING .............................................................................................. 24 5.8. MECHANICAL FINISH .............................................................................. 24 5.9. BAKED FINISH.......................................................................................... 24 5.10. ALUMINIUM DOORS AND WINDOWS..................................................... 24 5.11. GRAB RAILS ............................................................................................. 24 5.12. STAIR BALUSTRADE ............................................................................... 24 5.13. BALCONY BALUSTRADE......................................................................... 25 5.14. METAL STUD FRAMING .......................................................................... 25 5.15. CHAIN OPERATION ................................................................................. 25

6. MASONRY.......................................................................................27 6.1. GENERALLY ............................................................................................. 27 6.2. STANDARDS............................................................................................. 27 6.3. SCOPE OF WORK.................................................................................... 27 6.4. MATERIALS .............................................................................................. 27

Common Bricks ...............................................................................27

Concrete Blocks...............................................................................27

Cement ............................................................................................28

Lime.................................................................................................28

Sand ................................................................................................28

Water ...............................................................................................28

Concrete ..........................................................................................28 6.5. MORTARS................................................................................................. 28 6.6. LAYING ..................................................................................................... 28 6.7. SETTING OUT AND GAUGING................................................................ 29 6.8. BONDING AND REINFORCING ............................................................... 29 6.9. JOINTING.................................................................................................. 29 6.10. CUTTING AND CHASING......................................................................... 29 6.11. ACCESSORIES, EMBEDMENTS AND THE LIKE.................................... 29 6.12. DAMP PROOF COURSES, MEMBRANES AND FLASHINGS................. 29

7. CARPENTRY AND JOINERY..........................................................31 7.1. GENERALLY ............................................................................................. 31 7.2. DOORS ..................................................................................................... 31

8. MECHANICAL, ELECTRICAL AND OTHER SERVICES ................33 8.1. GENERALLY ............................................................................................. 33 8.2. AIR CONDITIONING AND VENTILATION................................................ 33

Compliance......................................................................................33

Associated Work..............................................................................33

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1262R_2 Spec

“As-Built” Drawings ..........................................................................33 8.3. ELECTRICAL SERVICES ......................................................................... 33

9. ROOFING........................................................................................35 9.1. EXTENT .................................................................................................... 35 9.2. SUBCONTRACTORS................................................................................ 35 9.3. SUB STRUCTURE .................................................................................... 35 9.4. MATERIALS AND WORKMANSHIP ......................................................... 35 9.5. METAL DECK ROOFING.......................................................................... 36 9.6. INSULATION AND SARKING ................................................................... 36 9.7. GUTTERS ................................................................................................. 36 9.8. GUTTER SUPPORTS ............................................................................... 37 9.9. SUMPS...................................................................................................... 37 9.10. DOWNPIPES AND OVERFLOWS ............................................................ 37 9.11. ROOFLIGHTS ........................................................................................... 37

10. HYDRAULIC SERVICES.................................................................39 10.1. GENERALLY ............................................................................................. 39 10.2. PLUMBING AND DRAINAGE RECORDS................................................. 39 10.3. EXTENT OF WORKS................................................................................ 39 10.4. DRAWINGS............................................................................................... 40 10.5. MATERIALS .............................................................................................. 40

Generally .........................................................................................40

Drainage pipes.................................................................................40

Plumbing pipes ................................................................................40 10.6. LAYING, JOINTING, FITTINGS AND THE LIKE....................................... 40

Drainage works................................................................................41

Plumbing works generally ................................................................41

Sanitary plumbing ............................................................................41

Water services .................................................................................42

Hot water .........................................................................................42

Fire hose reels and hydrants ...........................................................42 10.7. PITS AND SUMPS .................................................................................... 43 10.8. TESTING ................................................................................................... 43 10.9. SINKS........................................................................................................ 43

11. PAVING, TILING AND FLOOR FINISHES ......................................45 11.1. GENERALLY ............................................................................................. 45 11.2. INTEGRAL FINISHES ............................................................................... 45 11.3. CERAMIC WALL TILES ............................................................................ 45

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1262R_2 Spec

11.4. CERAMIC FLOOR TILES.......................................................................... 45 11.5. WATERPROOFING................................................................................... 45

Membrane........................................................................................46

Floor waste installation ....................................................................46

Hob installation ................................................................................46

External tiling ...................................................................................46

Curing ..............................................................................................46

12. PLASTERING AND RENDERING ...................................................47 12.1. EXTENT .................................................................................................... 47 12.2. GENERALLY ............................................................................................. 47 12.3. PLASTERBOARD WALL LININGS ........................................................... 47 12.4. PLASTERBOARD WALL SYSTEMS......................................................... 47 12.5. RENDER ................................................................................................... 47

13. CEILINGS........................................................................................49 13.1. SUSPENDED CEILINGS........................................................................... 49

14. GLAZING.........................................................................................51 14.1. GENERALLY ............................................................................................. 51 14.2. MATERIALS .............................................................................................. 51 14.3. WORKMANSHIP ....................................................................................... 51 14.4. GLAZING TO ALUMINIUM DOORS AND WINDOWS.............................. 51 14.5. ON COMPLETION..................................................................................... 51

15. PAINTING........................................................................................53 15.1. GENERALLY ............................................................................................. 53 15.2. PREPARATION......................................................................................... 53 15.3. COATING SYSTEMS ................................................................................ 54

External and internal steel and metalwork .......................................54

Internal plasterboard........................................................................54

Painted woodwork ...........................................................................54 15.4. SIGNAGE AND TACTILE INDICATORS................................................... 54 15.5. MISCELLANEOUS FINISHES................................................................... 55 15.6. ON COMPLETION..................................................................................... 55

16. SCHEDULE OF FINISHES..............................................................57

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1262R_2 Spec

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1262R_2 Spec

1. GENERAL CONDITIONS

1.1. SPECIFICATION This document shall form part of the contract. Where any variation exists between the drawings and this specification the contract will include the greatest number of articles and the largest amount of superior quality of labour and/or materials specified or shown.

1.2. PRICES Unless otherwise stated, pricing shall be held to include for the conveyance and delivery, unloading, hoisting, all labour, setting, fitting and fixing in position, lapping of materials, straight cutting and waste, return of packing’s, establishment charges, Awards and conditions payable to workmen, profit and the supply of all necessary material, and the builder is to allow for same in his prices.

1.3. CONDITIONS OF CONTRACT The form of Contract will be a lump sum contract for simple building works.

1.4. SCOPE OF WORKS The construction and completion of a commercial building comprising of five office floors and a basement carpark. The whole of the work is to be carried out in accordance with the Contract Documents and all schedules and instructions.

1.5. WORKMANSHIP AND MATERIALS All work shall be carried out by competent workmen and where necessary by skilled tradesmen under the charge of a General Foreman. All materials shall be new and the best quality of their respective kinds and subject to the approval of the Architect.

1.6. DOCUMENTS Figured dimensions on drawings, unless otherwise shown, are to the faces of structural materials and figured dimensions shall be followed in preference to scaled dimensions. Large scale drawings shall take precedence over those of smaller scale. All dimensions are to be checked and verified on site prior to construction. Should there be any discrepancy between the drawings and specification, such discrepancy is to be brought to the attention of the Architect with a view to equitable interpretation. Otherwise, the Contract shall be deemed to cover the alternative which involves the greater cost.

1.7. OBVIOUS WORK Any work that is not specifically mentioned in this specification or shown on plans, but that is obvious work required to be done for satisfactory completion of the contract is to be carried out as part of the contract.

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1262R_2 Spec

1.8. VARIATIONS Variations are to be approved by the Architect in writing prior to any work being done or materials being ordered for the variation. Failure to obtain written approval will result in the variation not being allowed.

1.9. BUILDER’S RESPONSIBILITY Before entering into the Contract, the Builder shall be deemed: a) To have carefully examined the drawings, the form of Contract and this

Specification. b) To have fully informed himself as to the site, the physical conditions upon

and below the surface of the site, water supply, facilities for handling and storing materials, transportation facilities, availability of labour, and other conditions affecting the carrying out of the Works.

c) To have made his own interpretations, deductions and conclusions as to the difficulties and cost of carrying out the Works, and to have himself formulated an estimate of facilities available and needed to fulfil all his obligations under the contract.

Failure by the Builder to have done all the things which he is deemed to have done, shall not relieve the Builder of the responsibility of satisfactorily performing the Works complete as required regardless of their difficulty. The Builder shall ensure that, in addition to items of work specifically mentioned in the relevant sections, each trade shall assist, leave holes for, cut away for, do chasing and drilling for, make good after, and arrange work sequence with every other, in such a manner as to promote the best interests of the work as a whole. Variations shall not be accepted for unnecessary additional work due to disputes between trades or sub contractors, or between sub contractors and the Builder. The Builder shall within fourteen (14) days of notification of acceptance of tender submit to the Architect three (3) copies of a construction schedule. The chart shall be completed in such a manner as to indicate dates of commencement and completion of the Works and shall further indicate, in order of trades, similar details for the progressive stages of the work. A copy of the chart shall be retained on the Site, revised as necessary, and will show for the information of the architect the actual progress in relation to the original or revised programme. The Builder shall have and maintain a competent and adequate site management team during the construction period. The Builder shall submit within fourteen (14) days of notification of acceptance of tender the names, qualifications and experience of his proposed site management team for approval by the Architect. The Architect may revoke at any time his approval of any member and the Builder shall immediately remove such person from his site management team.

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1262R_2 Spec

1.10. INSPECTIONS The Architect is to be given at least three (3) days notice to inspect or arrange for an inspection of any item required to be inspection prior to concealment.

1.11. SERVICES All services are to be extended from Authorities supply with all required extra equipment and operations to ensure satisfactory completion and compliance. Temporary services are to be made available to all subcontractors. Install all necessary equipment and pay all fees associated with the provision of all temporary services. Comply with all regulations and Authorities requirements.

1.12. PLANT AND EQUIPMENT The Builder shall provide all necessary miscellaneous items of plant and equipment including tackle, tools, cranes, hoists, gantries, rubbish chutes, mixers, pumps, scaffolding, timbering, braces, struts, forms, shutters and the like required for the efficient and proper carrying out of the contract. The Builder shall provide, erect and maintain sheds, as may be necessary for the proper performance of the Works. Such sheds shall be erected before site works commence, kept clean and shall not be removed without the Architect’s approval. The Builder shall provide and install a site office and adequate toilets together with necessary washing facilities to comply with the relevant authorities for use by all workmen, subcontractors and others on the Site. The site office shall be erected before site works commence, be kept clean and shall not be removed without the Architect’s Approval.

1.13. SETTING OUT Copies of a survey of the site in its existing condition prepared by a registered surveyor are included in the Documents. The Builder is to ensure that all dimensions and levels of the proposed works are checked and verified on site. The Works are to be set out in accordance with the contract Documents. The Contractor is to engage and pay for a licenses registered surveyor to identify and peg necessary site boundaries, produce check surveys on footings and walls to verify location and alignment and produce an Identification Survey on completion. Before making the first Progress Claim the Builder shall provide a certificate from a registered surveyor stating that the building has been set out in accordance with the drawings and is wholly within the boundaries of the site. Copies of surveys are to be given to the Architect within fourteen (14) days of their production.

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1262R_2 Spec

1.14. SIGNBOARD Provide, erect and maintain a signboard in a location to be determined by the Architect until completion of the Works. The board is to be approximately 1500 x 2400 and bear the name of the job and the names, addresses and Proprietor, Builder, Architect and Engineers.

1.15. MAINTENANCE AND CLEARNING The Builder shall: 1. Make good all damages to work under construction as it occurs and in

any case before Practical Completion. 2. Clean up and remove rubbish from the site as it accumulates. 3. Comply with the requirements of the relevant Authority’s hoarding

regulations. 4. Protective coverings are to be provided as necessary for the proper

performance of the Works, and/or the safety of the Public, and/or to comply with the requirements of the relevant Authorities and clear away all traces on completion.

5. Leave the whole works in a neat clean and safe condition.

1.16. ON COMPLETION On completion of the works prior to handing over to the Proprietor the following is to be carried out: 1. Clean and remove all surplus materials, rubbish and dirt. 2. Make good all damage, stains and blemishes and replace materials

where necessary. 3. Clean all surfaces, including vacuum cleaning of carpeted areas and

clean and polish glass (both sides). 4. Ease all doors, windows, drawers and check, oil and adjust all locks

and closers. 5. Check test and ensure that all services and equipment are functioning

efficiently and satisfactorily. 6. Label all keys with suitable label and hand over to the Proprietor. 7. Provide the Proprietor with all required guarantees, warranties,

brochures, tests, drawings, surveys, manuals, service agreements, certificates, as built hydraulic drawings and the like.

1.17. COMPLIANCE All work shall comply with the requirements of the Building code of Australia, latest edition of relevant Australian Standards and all Authority Regulations having jurisdiction over the works.

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1262R_2 Spec

2. EXCAVATION AND SITE WORKS

2.1. GENERALLY The Builder shall provide and maintain all necessary protective measures required to protect members of the public, his own and sub contractors personnel, adjoining private and public property, during the course of the excavation works.

2.2. NATURE OF SITE The Builder shall examine the site of the Works to satisfy himself as to the full extent of the excavation work.

2.3. BULK EXCAVATION Cut and fill the site to produce the levels and gradients shown on the accompanying drawings, due allowance shall be made in the finished levels of cuts to accommodate the combined depths of on ground slabs, external paving and appropriate base course material all as shown on the Engineer’s drawings. The Builder shall exercise all due care in excavating against the adjoining property. Provide all necessary shorting and props as required to prevent subsidence or collapse of the adjoining property.

2.4. COMPACTING AND FILLING Filing and compaction to be to Engineer’s detail. Proof roll the site to achieve the compaction levels specified on the Engineer’s drawings, remove soft spots, fill and compact. Provide certification from Geotechnical Engineer that required compaction levels have been achieved.

2.5. FOOTING EXCAVATIONS Excavate for the lines, dimensions, levels, depths and profiles required, to form the trenches and pits to accommodate the footings, beams, column bases and other structural elements and building features shown on the drawings.

2.6. MAINTAINING EXCAVATIONS Allow for properly draining or pumping out the excavated trenches and pits to remove all seepage water. Allow for planking and strutting or otherwise maintaining all excavated trenches and piers where such excavations are liable to subside. Any material deposited in trench bottoms or pits and any saturated material resulting from water infiltration, shall be removed from the excavation before the concrete is placed.

2.7. BASE COURSE Beneath all slabs on ground, including external paving slabs, whether on natural, excavated or filled ground, lay a consolidated thickness of recycled concrete as nominated on the engineer’s drawings. The quality of material,

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1262R_2 Spec

method of laying and compaction shall be as specified on the Engineer’s drawings.

2.8. EXCAVATION FOR SERVICES Excavate for all services specified under the respective trade sections.

2.9. SPOIL AND DEBRIS All surplus spoil and debris, accumulated from the excavations shall e completely removed from the site and properly disposed of.

2.10. REINSTATEMENT, RECTIFICATION AND DEPOSITS The Builder shall be responsible for the necessary reinstatement of any public footpaths, roadways or gutter crossings damaged during the course of and as a result of, the Works. The Builder shall pay all prescribed charges for the proper rectification of footpaths, roadways and similar to standard consistent with that existing. The Builder shall refund to the Proprietor the scheduled footpath damage deposit with the first Progress Claim. The Builder shall accept responsibility to the Council for any footpath damage and shall recover the deposit from the Council upon completion of the Project.

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1262R_2 Spec

3. CONCRETE

3.1. GENERALLY All reinforced concrete is to be in strict accordance with the Engineer’s details and specification. All of the concrete used in the Works shall conform to the standards and requirements of the current SAA Code AS 1480 and the ACSE Concrete Specification as amended. Where a discrepancy exists between the Engineer’s documentation and this specification, the Architect is to be notified immediately for interpretation. Where this is not feasible the Engineer’s documentation shall take priority over this specification. All of the concrete used in the Works, shall be placed and finished by experienced and competent tradesmen, using the best trade practises and the appropriate plant and equipment. The Builder shall be responsible for supervising and the execution of all on site functions associated with the on site concrete work and shall ensure that he or an appointed competent representative familiar with the Codes and Standards described hereafter, is in attendance during all concreting operations to direct the actual execution of the Work.

3.2. SCOPE OF THE WORK Provide co-ordination for the erection of pre-cast concrete wall panels. Form up for, reinforce, pour, strip, and finish all elements shown on the drawings including:

• Reinforced floor slabs on grade or fill, including all thickenings as detailed.

• External reinforced concrete paving.

• Reinforced concrete column units.

• Concrete pits, steps, recesses and the like, to form the features or to accommodate the elements shown on the drawings.

• Concrete kerbs, futters, footpaths, crossings and laybacks.

• Sundry concrete required for other trades and as necessary to complete the works.

3.3. DRAWINGS Before commencing each separate stage of the work detailed drawings shall be issued to the Builder setting out the dimensions of the components, the required type, strength and consistency of the concrete and the size, grade and position of all reinforcing. The information shown on the details shall be strictly adhered to except where the Architect or Engineer to the contrary issues specific directions.

3.4. INSPECTION The architect’s approval shall be obtained at the completion of each stage of construction.

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1262R_2 Spec

The Engineer shall inspect all reinforcement prior to pouring of concrete. The Builder shall give sufficient notice, not less than 48 hours, to permit an inspection to be carried out without delaying the progress of the work on site. At time of concrete placement, all formwork shall be clean and free of wood shaving, sawdust, loose reinforcement or tie wire and all other refused and deleterious matter.

3.5. SETTING OUT The Builder shall be responsible for accurately setting out the forming for all concrete work to ensure that the concrete elements as formed are maintained in their correct relationship to all other elements.

3.6. MATERIALS All materials shall conform to the relevant SAA Code or Specification, or where no such code exists to the relevant ASTM Code. In particular the following materials shall comply with the respective Codes as scheduled;

• Chemical Admixtures, AS 1478 & 1479

• Portland Cement, ACSE Specification Type A, AS 1379

• Aggregates for Concrete (Grading), AS 1465, 1466, 1467

• Plain Steel Reinforcing Bars, AS 1302

• Hard Drawn Steel Reinforcing Wire, AS 1303

• Hard Drawn Steel Wire Reinforcing Fabric, AS 1304

• Methods of Testing Portland Cement Concrete, AS 1012 Copies of SAA Code AS 1480 and ACSE Specification (as amended) shall be kept on site at all times. No admixtures other than those shown on the Engineer’s drawings shall be included in the concrete mix without the express approval of the Engineer.

3.7. CONCRETE QUALITY All concrete for use in structural components shall be obtained pre-mixed from an approved supplier. The Builder shall be responsible for obtaining concrete of the correct compressive strength, slump, aggregate size, and with only those admixtures all as shown on the Engineer’s drawings. Concrete shall be supplied in agitating trucks only.

3.8. SAMPLING AND TESTING

Generally The cost of all sampling and test procedures shall be borne by the Builder. An approved NATA Laboratory shall carry out the sampling of all concrete and the making, transporting and testing of all specimens of structural concrete. Test cylinder samples shall be made and cured in accordance with AS 103 (1957) and shall be properly stored on site under reasonably controlled conditions. The moulds shall be carefully transported to the testing

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1262R_2 Spec

laboratory and the subsequent curing, capping and testing shall be performed in the laboratory. All test cylinders shall be clearly marked and true copies of all test results shall be given to the Architect as soon as possible after their receipt by the builder. Samples shall be taken in accordance with the ACSE Specification and as noted on the Engineer’s drawings. The slump test from each sample shall be made in accordance with AS 1012.

Number of Samples The sampling shall be distributed evenly throughout the number of trucks or site batches necessary for any pour, and in pours of over three truck loads not more than one sample shall be taken from each ruck or each site batch. Where the source of supply, or the specified quality changes during the pour, then the ACSE Specification shall be used to determine the number of samples required from each section of the pour.

Rejection Formed and hardened concrete shall be rejected at the Site if: 1. It is porous, segregated, or honeycombed. 2. A construction joint has been made at a location or in a manner not in

accordance with the Engineer’s drawings. 3. If the reinforcing steel has been disturbed. 4. The construction tolerances have not been achieved. 5. The required surface finish has not been achieved. 6. The test strength is below that specified. 7. The concrete does not meet other requirements of this specification.

3.9. DEFECTIVE MATERIAL Where concrete used in structural elements does not comply with the acceptable criteria previously specified, the completed element may be liable to rejection by the Architect and under these circumstances the Builder would be liable to bear the cost of removing and replacing the rejected element. The particular element may be subjected to test loading and if found effective, the value of the compensation due to the Proprietor shall be deducted from the Contract Sum.

3.10. FORMWORK The Builder shall allow for the supply and erection of all recoverable, non recoverable, slab joint and other forming as required to form the in-situ concrete elements shown on the accompanying drawings, and shall dismantle and remove same on completion. It shall be the Builder’s responsibility to ensure that the formwork is of adequate strength to properly support all dead and live loads imposed during construction without unacceptable deflection. Formwork joints between decking units shall be sufficiently tight to prevent the excessive leakage of

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1262R_2 Spec

wet concrete from formwork. The formwork shall be of the respective types to yield, after tripping, the quality and type of finish as specified elsewhere. Provide all necessary dressed timber block outs and strips to form the rebates, recesses, fillets, splays groves required by the drawings. Timber strips forming grooves are to be splayed and sealed to prevent swelling. Splays to be 1:4 or as detailed.

3.11. EMBEDMENT AND CORES Where core holes and embedment of services lines and fittings are required in the concrete and not shown on the drawings, details of such core holes and embedments shall be submitted to the Architect. Cores shall not be cut or drilled in the hardened concrete without the approval of the Engineer. The Builder is responsible for the co-ordination of the core hole and embedment requirements of all trades and for their accurate placement. Embedded conduits and similar, passing along the thickness of slabs and walls, shall not have their outside diameter larger than one third the minimum thickness of the slab or wall within which they are to be placed. Nor shall they be placed closer than three diameters centre to centre, nor located as to impair unduly the strength of the construction.

3.12. REINFORCEMENT Fabricate, supply, deliver and install the rod and fabric reinforcement for all concrete elements of the types, grades, sizes and spacings shown on the Engineer’s drawings and specification. All reinforcement shall be accurately placed, securely tied and adequately supported clear of the forms to provide the required cover and prevent displacement of the reinforcing during the concrete placement, compaction and finishing. Reinforcement in slabs on ground or fill shall be supported on bar chairs on pie plates. Reinforcement to wall panels shall be supported on approved plastic bar chairs. All reinforcement shall be clean and free of oil loose rust and scale and other bond inhibiting matter. When the reinforcement is completed and before the concrete is placed the Engineer shall inspect the reinforcement any necessary adjustments made prior to concrete placement.

3.13. CONCRETE PLACEMENT Concrete shall be transported in clean containers from the point of discharge to the point of placement as rapidly as possible and without loss, separation or fusion of the ingredients. The concrete shall be placed uniformly and progressively from one starting point to maintain a “wet edge”. Concrete shall be placed in one uninterrupted operation between construction joints. Concrete shall be placed to completely fill the formwork and shall be fed into and around all angles and forced up against the vertical faces, to ensure that the finished concrete is accurately moulded to the profiles of the forms.

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1262R_2 Spec

The Builder shall provide adequate runways where necessary and supported soundly off the formwork and clear of reinforcement for the transport of concrete over formwork. The tops of all hobs, kerbs, toes pedestals and footings to be built upon or to provide fixings for following trades shall be accurately screeded off to a true and level face, except those to receive surface finishes.

3.14. COMPACTION Concrete shall be thoroughly compacted by mechanically activated vibrators operated only by experienced tradesmen. The vibration of concrete must not be prolonged such as would cause the separation of the ingredients. Where the throat dimensions of the forms prevents its internal use, the vibrator shall be applied to the external faces of the formwork.

3.15. CURING AND PROTECTION Freshly cast concrete shall be protected from premature drying and excessively hot or cold temperatures. In extremely windy conditions windbreaks shall be erected to shield the concrete surface during and after placing. The minimum curing period, shall be in accordance with the ACSE Specification or as directed by the Engineer. Curing shall be commenced as soon as the surface has hardened sufficiently to prevent damage, but in no case later than two hours after the finishing operation has been completed. Concrete shall be cured by the use of either: a) The use of curing compounds to ASTM-C309. Such compounds shall be

applied in accordance with the manufacturers recommendations and shall not be used on any surface against which additional concrete or other finishes are to be placed.

b) The use of approved 0.2mm PVC waterproof black membrane firmly held against the concrete for the full length of all edges and laps and at frequent intervals between so that there shall be no air circulation upon the concrete surface.

3.16. STRIPPING Formwork shall not be disturbed until the concrete has hardened sufficiently to withstand such action without damage. The formwork shall be uniform and progressively removed so as to avoid creating uneven stresses in the concrete.

3.17. JOINTING Provide the slip joints and similar between concrete elements and masonry walls as shown on the Engineer’s drawings. Where concrete slabs on fill or natural ground butt walls or columns, insert a strip of approved 3 ply bituminous felt “road jointing”, equal in width to the depth of the slab and butt jointed between lengths. Excess jointing material projecting above the slab surface shall be trimmed off on completion.

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1262R_2 Spec

Form up all keyed construction joints and sawn or formed weakened plane joints as shown on the Engineer’s details.

3.18. MOISTURE PROOF BARRIER Beneath the whole of the floor slab, laid on ground or filling, lay a moisture proof barrier of 0.3mm nominal “FORTECON”, in widest practicable widths. Joints to be lapped 150mm and sealed with “BEAR 550” tape. Pipes, conduits and similar penetrations shall be neatly taped and rendered leak proof. After laying and before concrete placement the whole of the membrane shall be inspected and any punctures repaired.

3.19. DRAINAGE PITS The stormwater drainage pits are to be provided as shown on the Engineer’s drawings.

3.20. CONCRETE SURFACE FINISHES

Type A-Keyed Finishes Conforming to ACSE scratch finish, consisting of rough screeded finished to Class B tolerance to produce good mechanical bond for applied tile finish to the following areas:

• Entry foyers and toilets

Type B-Trowelled Finish Conforming to ACSE Concrete Specification finished to Class A tolerance to the following areas:

• Office floors, precast walls and stairs

Type C-Floated Finish Conforming to ACSE Concrete Specification finished to Class B tolerance to the following areas:

• External driveways, footpaths, crossings and paths Note: Provide falls in external paving as shown on the drawings.

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4. STRUCTURAL STEELWORK

4.1. EXTENT OF THE WORK The work shall consist of the supply, fabrication and erection of all steelwork indicated on the drawings and shall include surface treatment, storage, delivery, off loading erection, on site welding, all connections and fastenings, miscellaneous attachments, anchor bolts, wedging, permanent grouting and necessary repairs to surface treatments.

4.2. SHOP DRAWINGS Prepare shop drawings showing clear and complete details of each assembly, component and connection, together with all information relative to their fabrication, surface treatment and erection. Provide copies to the architect and the Engineer for approval prior to the commencement of any work. Allow for a minimum of 10 working days for approval of the shop drawings. The Contractor is to verify dimensions and levels for the work on site.

4.3. MATERIALS, WORKMANSHIP AND FINISH Unless otherwise specified on the Engineer’s drawings and specification all structural steel in this contract shall be tested, marked, inspected, stored, of type and grade, fabrication, welded, erected, bolted, grouted, encased and surfaces treated all in accordance with the ACSE Structural Steel Specification and conforming to the relevant Australian Standards. Except where otherwise specified, all structural steelwork is to be cleaned of all loose rust, loose mill scale, dust, oil and grease and shop applied with one coat of good quality zinc rich primer, in accordance with AS 2004. After fabrication, any damage to or deterioration of the priming coat is to be made good on site at the earliest opportunity. All anchor bolts, washers and nuts, angles and bars supporting masonry are to be hot-dip galvanised complete after fabrication, in accordance with AS 1214 and AS 1650.

4.4. ATTENDANCE The Contractor shall perform all works in association with the erection of the structural steel roof framing which shall include but not be restricted to the following: a) Prepare the concrete elements to receive the steel beams and columns. b) Provide hold down bolts and other necessary fixings and accurately

position same for carrying in concrete elements in accordance with the shop drawings.

4.5. ATTACHMENTS The Contractor shall arrange an allow for the necessary drilling’s and cleats to support and connect finishes and structure as shown on the drawings.

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5. METALWORK

5.1. GENERALLY All mild steel specified in this section shall be of uniform section and free from pitting and other blemishes. Any metal components which are cut, pierced or trimmed by mechanical saw or oxy-acetylene torch shall be ground after each process to remove the rough cut edges. Except in structural components or as otherwise specified, all welds shall be 6mm continuous fillet welds. Welds, which are uniform in contour and dimension for their entire length, shall require no further treatment unless otherwise specified. Inconsistent welds shall e ground back flush.

5.2. MATERIALS Unless otherwise specified, metals shall be suitable to their required function, finish and method of fabrication and comply with the relevant standards. Sections shall be of adequate strength and stiffness for their purposes. Extrusions shall be straight, with sharply defined profiles, free from all defects impairing appearance or durability. Prepainted steel sheets shall be equal to “Lysaght Colorbond” in all respects and shall be suitable for exterior or interior use as recommended by the manufacturer. Aluminium sections and components shall be of B 6063 or KE 45 allows and have minimum 0.02mm thick clear anodised finish to all exposed surfaces, unless otherwise specified. All extrusions shall be of smooth finish and free of excessive die lines. Galvanised components shall be hot dip galvanised after fabrication, unless otherwise specified.

5.3. WORKMANSHIP Fabricate and assemble in the workshop wherever practicable. Use metals suited to the process or finish specified. Match colours of sheet metals and extrusions in colour finished work. Cut edges, drilled holes, riveted joints, and flat sheets shall be clean, neat free from burrs and indentations. Remove sharp edges without excessive reducing. Fit mitred joints accurately to a fine hairline. Form bends in steel tubing without deforming the true cross section, using methods recommended by the tube manufacturer. Items to be assembled and erected on site shall be preassembled in the workshop and match marked. During assembly and erection, do not strain, twist, bend or open such items to bring them to their true positions. Use and mark proprietary items in accordance with the manufacturer’s recommendations.

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Provide for thermal movement in joints and at fastenings, particularly in sheet materials. Prevent direct contact between incompatible metals by suitable and approved means.

5.4. FASTENINGS

Generally Fixings, fastenings, anchors, lugs and the like shall ensure the rigidity of the assembly. All metal fixing components are to be of non-corroding materials or are to be hot dip galvanised or electroplated. All fixings are to be located and spaced as detailed, specified or recommended by the manufacturer of the item that is to be fixed and to the satisfaction of the Architect. Pop rivets are not to be used on any item unless approved for each specific use. Unless otherwise specified masonry anchors shall be of the patent expansion type of approved manufacture. Unless otherwise specified exposed metal thread screws shall have countersunk Philip heads. Countersinking for screws shall be of the exact size of the screw head that shall finish flush.

Welding, Brazing and Soldering Welding in steel shall be as specified under Structural Steel. Welding in aluminium shall be by inert gas arc process, or by resistance or pressure welding where appropriate. There shall be no visible surface colour variations in aluminium after jointing.

Aluminium Fastenings Fastenings to aluminium or alloys shall be aluminium alloy or non magnetic stainless steel unless otherwise specified. Cadmium-plated steel fastenings shall not be used except in protected situations subject to approval. Visible fastenings shall be colour matched to adjacent aluminium work.

5.5. PROTECTION All finished metalwork exposed to view on completion of the works shall be adequately protected during installation and for the duration of the works. On completion of the contract remove all protective materials, clean down all surfaces and leave whole in first class order. Do not weld previously galvanised members unless unavoidable. In such cases, hot zinc spray or redip the whole item on completion. If neither is practicable subject to approval, cold galvanise with an approval zinc rich epoxy based paint to manufacturers recommendation.

5.6. EPOXY POWDER COATING Remove all rust by sandblasting and apply epoxy powder using an electrostatic gun in a clean atmosphere to ensure that no dust particles or other impurities blemish the final product.

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5.7. ANODISING Aluminium to be anodised shall be given a matt surface by caustic etching or polishing, chemically cleaned and given an anodised coating in accordance with AS 1231 or AS 1956 as appropriate. Thickness shall be 0.20 – 0.25mm unless otherwise specified. Colour anodised finishes shall be prepared by an approved process using suitable dye pigments, or special alloys, or special hard coat alloys and electrolytes or a combination of all of these. Colour shall be equal to approved samples.

5.8. MECHANICAL FINISH Mill finish, polishing, sandblasting, burnishing, hammering and scratch finish or satin finishes shall be within the range of approved samples.

5.9. BAKED FINISH Pre-coated baked vinyl or acrylic finishes on aluminium or zincalume coated steel shall be factory applied and be capable of withstanding 20% salt spray at 5°C for 300 hours without blistering, corroding, chalking, losing gloss or adhesion or changing colour after recovery period of 30 minutes.

5.10. ALUMINIUM DOORS AND WINDOWS Fabricate, supply and install to the extent and in the locations shown on the drawings, aluminium framed doors and windows finished with polyester powder coatings of selected colour. All aluminium components are to be adequately protected with strippable coating, applied by the sub-contractor for the entire duration of the Works, until removed by the Builder upon completion. Refer to Schedule of Finishes (Section 17.3) for window specification and finishes. Shop drawings and samples of the approved finish are to be submitted to the Architect for approval a minimum of 10 days before fabrication of these items commences. The whole of the aluminium doors and windows upon completion will be complete with all glass and gazing, concealed fixings, weather pile strips, caulking, matching angle head and jamb trims (set in mastic against adjoining materials) and all other components necessary to complete the installation. The aluminium doors and windows shall be a proprietary system installed in strict accordance with the manufacturer’s instructions.

5.11. GRAB RAILS Stainless steel grab rail fixed to walls to BCA requirements for disabled amenities where indicated on the drawings.

5.12. STAIR BALUSTRADE Provide stainless steel balustrade to all stairs complying with the BCA (Clauses D2.14 & D2.17) and relevant Australian Standards.

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1262R_2 Spec

5.13. BALCONY BALUSTRADE Provide stainless steel tubular railing and post, to complying with BCA (Clauses D2.16) and relevant Australian Standards.

5.14. METAL STUD FRAMING All internal plasterboard faced walls shall be framed up using roll formed steel stud system equal to CSR Steel Stud Wall System, in accordance with the manufacturers instruction.

5.15. CHAIN OPERATION Provide a chain operator to each electrically operated roller shutter to facilitate manual operation in case of power failure.

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6. MASONRY

6.1. GENERALLY Pre plan all work, confer, co-operate and execute to suit the needs of all trades and services. Determine the locations of all openings and items to be built in prior to commencement. All of the work specified in this section shall be executed by experienced tradesmen using the best trade practices and first quality materials.

6.2. STANDARDS The materials and methods employed shall conform to the most recent published standards of the relevant SAA Specifications and Codes.

AS 1640 Brickwork in Buildings AS 1225 & 1226 Burnt Clay and Shale Building Bricks AS 1475 Concrete Blockwork AS 1500 Concrete Building Blocks ASA 123 Mortar for Masonry Construction AS 1315 Portland Cement AS 1316 Masonry Cement ISO 324 Metal Wall Ties in Brickwork ISO 325 Lightweight Reinforcement for Brick and Blockwork ISO 326 Bitumenous Damp Proof Courses with Metal Core

6.3. SCOPE OF WORK The dimensions, extent, type of blockwork, formation of special features, decorative elements, application of applied finishes, and location of all major elements to be built into the work are described in the drawings.

6.4. MATERIALS

Common Bricks Shall be of nominal 230 x 150 x 76mm dimensions, free of callows and clinkers and having a minimum compressive strength of 20 MPa (equal to Boral PW76).

Concrete Blocks Shall conform to AS 1500 and shall be machine made as supplied by Boral Besser or other approved manufacturer. Blocks shall be of standard sizes which conform to 100 module, allowing for 10mm joint, and shall be sound with sharp arris and free of cracks and other defects. All blocks shall be standard natural grey unless otherwise specified and shall be high pressure cured by autoclave method.

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1262R_2 Spec

Where concrete blocks are used in face work, in addition to clean sharp arrises and expose faces shall be of uniformly fine textures and free of any blemishes. All blocks shall be delivered to site on pallets, PVC wrapped and properly covered until their use.

Cement For use in masonry mortars shall be fresh Portland Cement conforming to AS 131.

Lime Shall be supplied ready for use from an approved source and shall comply with the relevant SAA standard.

Sand Shall be washed, free from excessive clay, saline, organic and other deleterious substances and shall comply with the relevant SAA standards.

Water Shall be clean, portable and drawn from and uncontaminated source.

Concrete Concrete infill to reinforced concrete block retaining walls where required by the Engineer’s drawings, is to be of the strength nominated by the Engineer and is to be supplied, mixed and placed to the standards as specified under “Concrete”. All materials and components to comply with BCA Specification C1.10 regarding Fire Hazard Properties.

6.5. MORTARS Pre mixed and site mixed mortars shall comply with AS 1640 Brickwork Code and AS 123 Mortar for Masonry Construction. Site mixed mortars for use in concrete block retaining walls shall be Engineer’s details. Site mixed mortar for use in all other clay bricks shall be composed of 1 part Portland Cement, 1/10 part slaked lime and 6 parts sand. No plasticiser shall be used without the supervisor’s specific approval, and where such approval is given, the plasticiser shall be mixed in accordance with the manufacturers r recommendations and given an equivalent strength.

6.6. LAYING All block and brickwork shall be laid on full beds of mortar, in true and level runs, with all vertical joints fully pointed. No section of work shall be carried up more than 1500 above the proceeding work. All work shall be in straight wall lengths, and shall be accurately gauged. Cores in hollow blocks which are hereafter specified, to be reinforced and concrete filled shall be kept free of excess mortar and droppings. All

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blockwork shall be laid in accordance with the manufacturers recommendations.

6.7. SETTING OUT AND GAUGING Block and brick walls shall be set out to ensure that end blocks or bricks are not less than half-length and that closers are not less than quarter length of the respective materials. The vertical gauge for all brickwork is 6 courses per 600mm. The horizontal gauge is in modules of 400mm, equivalent to one block and one perpend.

6.8. BONDING AND REINFORCING All brickwork and blockwork shall be laid in stretcher bond. All reinforcing and securing pieces shall be to the Engineer’s details.

6.9. JOINTING Brickwork joints are to be left ready for render. Blockwork joints are to be lightly ironed.

6.10. CUTTING AND CHASING Allow for and perform all necessary fair and rough cutting required to form the features, to accommodate the built in elements, provide the openings and maintain the gauges and bonds in all brickwork and blockwork, as specified, as implied by the nature of the work and as shown on the drawings. Allow for and form all necessary recesses, corbels, brick on edge or block levelling courses for seating structural elements and the like. Form all necessary apertures for service pipes, ducts and conduits, recessed fittings switchboard and similar elements as specified or as required by the following trades.

6.11. ACCESSORIES, EMBEDMENTS AND THE LIKE Build in lugs and fixing devices supplied with all metal door frames (fully grout frames) and build in electrical conduits, ducts and hydraulic pipe work.

6.12. DAMP PROOF COURSES, MEMBRANES AND FLASHINGS Supply and install the Damp Proof Courses and flashings throughout the project as required. The Contractor must ensure that all flashings and damp proof courses are properly laid to shed and retain water to the outside of the premises and that the works are made water and weather tight. Damp proof courses shall be “Super Alcor” or equivalent with heavy gauge aluminium core having both sides coated with bituminous material and sand surfaced all in accordance with ISO 326. Damp proof courses shall be laid in the longest practicable lengths, lapped 150mm at junctions and intersections. Damp proof courses shall be equal in width of the full width of the masonry leaf into which they are inserted. Lay damp proof courses over the first course from floor of all amenity walls.

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7. CARPENTRY AND JOINERY

7.1. GENERALLY The whole of the carpentry and joinery work throughout shall be framed in accordance with the best trade practices. Provide and fix all necessary templates, linings, blocks stops wedges and ironmongery. Allow for all trimmings grooving, tonguing, rebating, morticing and other machining and jointing incidental to the proper execution of the work. All carpentry and joinery work shall be framed up in a workmanlike manner, by competent and qualified tradesmen employing the best trade practices. In joinery work, any butt joints shall be glued and fastened with screws or nails. The moisture content of all seasoned timber shall be 12% to 15%. Only kiln dried or equivalent seasoned timbers shall be used in joinery items.

7.2. DOORS All doors to be approved manufacture and shall comply with AS 1980 and AS 1909. Solid core doors shall comply in all respects with the requirements of the relevant standards. Internal doors 35mm, external doors 40mm with marine ply. Hardware shall be provided to suit the required purpose and shall be fixed strictly in accordance with the requirements of the manufacturer, and comply with BCA NSW in all respects. The Builder is to allow for the supply, delivery and fixing of hardware, complete with all necessary suiting and master keying of locks, sampling of cylinders, tagging of keys and similar for handover to the Proprietor. Glass sliding egress doors must comply with section D2.19 of the BCA, and be provided with a failsafe automatic reset mechanism. All required exit door hardware to comply with clause D2.21 of the BCA regarding operation of latches.

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8. MECHANICAL, ELECTRICAL AND OTHER SERVICES

8.1. GENERALLY The Builder shall be responsible for the setting out and location of all services and other items and shall provide necessary penetrations, trimmings, under flashings, building in or holding down bolts, plinths, repair and making good of adjacent surfaces and the like to complete the services and installations.

8.2. AIR CONDITIONING AND VENTILATION Mechanical ventilation to BCA requirements is to be provided to basement carpark and all toilet areas.

Compliance All work is to comply with AS 1668 Parts 1 and 2/1991/, BCA, Sydney Ventilation Code and all other relevant codes and regulations.

Associated Work a) Support platforms for condenser units, including all penetrations and

flashings. b) Relief air grilles to doors and ceilings. c) Sub-mains, switchboards, control gear and wiring from the units

distribution board. d) Condensate drainage. e) All other works necessary for a complete installation. f) Refer to Mechanical Specification for “Work by Others” for mechanical

services.

“As-Built” Drawings On completion provide “as-built” drawings of all systems, including wiring diagrams, equipment specifications and manufacturers maintenance manuals.

8.3. ELECTRICAL SERVICES Allow for the supply, installation, testing and commissioning of the whole of the Electrical Services. Electrical services shall include the following work, which will be carried out by a Specialist Nominated Sub-Contractor. 1. Supply and installation of light fittings including exit and emergency

fittings and associated sub-circuit cabling. 2. supply and installation of all power outlets and sub-circuit cabling

including power connection to hot water service and roller shutters. 3. supply and installation of consumer mains and sub-mains, main and

distribution switchboards.

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4. supply and installation of conduits, draw wires, frames and the like required by Telstra, to enable telephone installation to factory.

5. supply and installation of a tw0 (2) channel perimeter wall duct in the office area equal to ESCO AS 100 extruded aluminium with selected marviplate cover piece.

6. supply and installation of external flood lights located on parapet 7. supply and installation of wiring to the stormwater pump 8. testing and commissioning 9. payment of all authority fees and charges These services shall include the above general provisions as well as all others necessary to satisfy the requirements of the Energy Authority and the relevant Council. The Builder shall allow for attendance upon the subcontractor performing these works, including the forming of openings or recesses required, the formation of any platforms that may be required, the making good of surfaces and any other attendance necessary to complete the subcontract. The Builder is to arrange with the contractor, on completion, for the production of all “as built” drawings, circuit diagrams, equipment and light fitting guarantees and similar that may be necessary.

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9. ROOFING

9.1. EXTENT The extent of the work comprises all roofing, roof plumbing and associated work including miscellaneous metal trim to make the whole building entirely waterproof, weather tight and birdproof on completion.

9.2. SUBCONTRACTORS An approved specialist subcontractor, who shall be fully experienced in the fixing, flashing and the like of the roofing specified, shall install the complete roof and associated works.

9.3. SUB STRUCTURE Ensure that the sub structure to the roofing is satisfactory for the acceptance of the specified materials before commencing fixing. Check the alignment of purlins or girts before fixing and sheets. Any mismatch at the abutting ends of purlins or girts shall not exceed 2mm. The top of purlins and battens shall not deviate more than 5mm per metre of purlin or batten spacing from a plane parallel to the specified roof slope, and any such deviation shall be smooth.

9.4. MATERIALS AND WORKMANSHIP All materials and workmanship shall be of first quality and shall comply with the relevant standards. All materials shall be of approved manufacture and experienced tradesmen using the best trade practices shall execute all fixing. Carry out all necessary operations for the satisfactory performance of the roof including cutting at junctions, trimming around penetrations, and flashing. Protect the roofing from damage throughout the works. Avoid construction loads on the roof. Clean off debris and loose material from completed sections at the end of each day’s work and on completion. Keep the rainwater system free of foreign matter and leave them unobstructed on completion. Prevent direct contact between incompatible metals by separating contact surfaces with a suitable plastic or bituminous felt separation layer. Provide for thermal movement in the roof sheeting, including movement in joints and fastenings. Prevent detrimental effects including tearing, buckling, opening of joints, undue stress and fatigue. Work shall be pre planned and executed to meet the needs of all trades and services. Positions of evaporative coolers, vents, flues and the like shall be determined in conjunction with the installation trade and shall be determined in relation to purlin and girt locations prior to commencement of work. All materials and components to comply with BCA Specification C1.10 regarding Fire Hazard Properties.

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1262R_2 Spec

9.5. METAL DECK ROOFING The entire roof shall be covered with metal deck roofing, similar and equal in all respects to 0.42mm thick “Lysaghts Trimdeck” High Ten roof sheeting, colorbond finish and in single length sheets, for the extent shown. Roof sheeting is to overhang box gutter sides by 50mm minimum and be turned down. Fix with recommended fixings, complete with washers to steel purlins over the insulation and sarking specified hereafter and trim roof sheeting in a recommended manner around exhaust ducts, vents, and penetrations. The whole of the installation is to be strictly in accordance with the manufacturer’s recommendations. Turn up roof trays at the high point to form tanked ends, to finish level with the tops of the ribs. At parapets and at penetrations, provide and fix 0.61mm colorbond zincalume steel apron flashings, overlapping and notched as required and turned up 75mm minimum to the parapet or penetration. Such flashing shall be overflashed 75mm minimum by colorbond zincalume cappings. All flashings and overflashings are to be supplied and fixed in long lengths with joints between lengths lapped 150mm riveted and sealed using “Sikaflex” as recommended by the manufacturer. Overflashings are to be secured tightly to upstand flashings at regular centres to prevent weather entry using pop rivets or set screws, and sealants. The whole of the roof shall be made water and weather tight.

9.6. INSULATION AND SARKING Provide sarking and insulation under metal deck roofing to the whole of the roof area. Insulation to be 50mm thick. Sarking and insulation to be supported on 50x1.2mm galvanised poultry wire mesh over purlins and wired secure. The sarking shall be laid to the maximum practical lengths and widths, with side and end laps not less than 150mm and insulation, sarking and chicken wire are to be trimmed neatly at penetrations. Sarking material must comply with BCA requirements, and must have a Flammability Index not more than 5 (refer BCA Specification C1.10).

9.7. GUTTERS Box gutters to the above roof shall unless otherwise noted be formed as shown on the detail drawings out of 1.0mm zincalume to be laid on support decking as specified below, turned up against gutter purlins and carried under roof sheeting as shown. All joints to be lapped, sealed and pop riveted. Form expansion joints as a stop end where shown with zinc saddles. Gutters to be of sizes as shown on the drawings, by Hydraulic consultant. Provide 300x100mm overflow spouts in locations shown. Leave the whole of the box gutter in a thoroughly water tight condition. Fall gutters from a high end to sump. Sides of gutters are to have tops horizontal and trimmed flush with tip of gutter purlin as detailed.

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1262R_2 Spec

9.8. GUTTER SUPPORTS Provide and install box gutter and sump supports constructed of treated hook bolts, 30x30x2mm mild steel support angles at maximum 900 centres or 2 to each sump and continuous zincalume Spandeck sheeting, for whole width and length of gutters. Securely suspend to required falls and separate gutter from support sheeting with 0.02mm thick PVC membrane sheeting.

9.9. SUMPS Provide zincalume sheet steel sumps, 500mm long, full width of gutter and 200mm deep. Lap seal and pop rivet all joints. Fit sump guards of 6mm galvanised steel mesh, spacings 50x50mm over sumps.

9.10. DOWNPIPES AND OVERFLOWS Provide prefinished colorbond circular downpipes in the locations shown on hydraulic drawings. Joints to withstand head pressure and be connected to sumps and outlet with necessary offsets, and connected to drains at foot. Securely fix astragals at 1500mm maximum centres with masonry anchors. Allow for selected colorbond rainwater heads as specified. Refer also to Schedule of Finishes (Section 16).

9.11. ROOFLIGHTS The Translucent Sheeting shall be Ampelite industrial quality sheeting type SC as manufactured by Ampelite Fibreglass Pty ltd or similar to comply with AS 2376 Part 2, Licence No 986. The weight of the sheet shall be *2400g/m2 and shall be manufactured to conform with the Trimdek profile and Opal colour sheeting shall be installed in accordance with Ampelite fixing instructions and with the Plastics Building Sheets – General Installation Requirements and Design of Roofing Systems AS 2424, 1991.

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10. HYDRAULIC SERVICES

10.1. GENERALLY The whole of the work shall be carried out by a fully licensed Plumber and Drainer and in accordance with the rules and regulations of Sydney Water, the Local Council requirements, the specification and the accompanying drawings. Apply for and obtain all permits, give notice and pay all fees. Where necessary break into existing services including the Board’s sewer and make connections to the satisfaction of the governing authorities. Drains and other underground or enclosed work shall be left exposed until inspected, tested and approved. Leave all unfinished work in a safe condition by protection of the works against damage or loss through any cause whatever until the works have been handed over on completion. The Contractor is to allow for and provide any necessary penetrations through structural components. Locations of all penetrations are to be approved by the Structural Engineer, prior to cutting or forming of penetrations. The plumber shall allow for the setting out of all core holes and the supply and fixing of core hole forms for the passage of all hydraulic pipework before the fixing of any pipework is commenced to ensure that such pipework does not foul the pipework, ducts and similar of other trades.

10.2. PLUMBING AND DRAINAGE RECORDS During the progress of the works the Contractor is to record faithfully the location of the depths “as laid” of all sewer and stormwater lines showing also the location of all concealed gulleys, cleaning eyes, junctions, risers and other salient features. The location of these items is to be related to walls and floor levels. Similar “as built” records will be kept during the Works and produced upon completion, of all plumbing runs, stacks, vent pipes, floor drainage outlets, cold water services. On completion of the works and prior to the end of the Defects Liability Period the Contractor is to record all such information on well prepared and documented drawings and is to issue the Architect with three (3) copies each of such records.

10.3. EXTENT OF WORKS The work to be executed under this contract comprises the supply, installation and commissioning of the following Hydraulic Services complete with all excavation for pipework, the placement of pipework and fittings, the construction of all its, sumps, trenches, all backfilling, the installation of all above ground pipework, fixing clips, hangers and the like, the supply and installation of those fixtures specified hereafter and the completion of all works to the satisfaction of the governing Authorities. The works comprise: a) All stormwater drainage shown on the drawings.

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b) All waste plumbing and drainage indicated on the drawings. c) Cold water supply to taps, cocks, fire hose reels and hydrant where

shown on the drawings. d) Hot water piping from hot water unit to each fitting indicated. All hot water

pipes are to be fully lagged using an approved expanded or foam plastic insulation sleeve.

10.4. DRAWINGS All pipe runs, branches, levels and the like, shown on the drawings are diagrammatic and are included for tender purposes only and as being indicative of preferred routes of pipes. The Hydraulic Contractor shall be entirely responsible for the design of the respective reticulations and for the accuracy of all as built drawings submitted.

10.5. MATERIALS

Generally All pipes and fittings and other materials shall be of the best quality of their respective kinds and must comply with the requirements of the responsible authority and be in accordance with their respective SAA specifications.

Drainage pipes All soil and sullage pipes shall conform with Australian Standards for vitreous clay pipes or such higher standards as may be required by the Water Board. UPVC and polypropylene pipes shall be manufactured in accordance with AS 1435 for Sewer Waste and Vent applications. Where required as agricultural drains they shall be slotted with a 4mm saw at 150mm spacings and wrapped in woven “Geofabric” or other approved filter sock.

Plumbing pipes All copper pipes shall be solid drawn tube in accordance with AS 1432. Gauges of tubing shall be in accordance with:

10 to 15mm diameter 0.9mm 18 to 20mm diameter 1.0mm 25 to 65mm diameter 1.2mm 80 to 125mm diameter 1.6mm

Brass tubing shall be 70/30 quality gauge, conforming to Type 5, AS 1432.

10.6. LAYING, JOINTING, FITTINGS AND THE LIKE All excavation and backfilling is to comply with this specification under Excavation and Siteworks.

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1262R_2 Spec

Drainage works All stormwater and sewerage lines shall be laid in straight runs, with uniform gradients bedded solidly on the barrel on a 75mm minimum sand bed. Join sewerage and stormwater pipes with approved rubber rings. Provide and lay all necessary traps, sealed gulleys, radiussed bends, vents, slope junctions, tapered reducers, induct pipe fittings and other accessories required to complete the service in accordance with the Water Board and local Council requirements. Induct pipes are to be provided with approved brass covers. All frames to covers and gratings are to be built in to the manufacturer’s specification and all covers and gratings are to be fitted, protected and where necessary filled in wit concrete in accordance with the manufacturer’s specifications.

Plumbing works generally All works shall be free of each other and easily replaceable for their full length. Pipes shall be so arranged with inspection openings, valves, and similar items of equipment placed as to be accessible through inspection doors, or access panels in the walls, floors or ceilings. Wherever possible, pipes shall be run parallel with the walls and slabs and with each other and branches taken off at right angles. Modifications, diversions and or disconnection’s affecting the work shall be reported immediately. Prior to proceeding, be responsible for the resolution of such difficulties in conjunction with the Authorities and the Architect. During construction, leave all unfinished work in a safe condition, protecting the works against damage or loss through any case whatsoever. Seal off open ends of pipes in such a manner as to prevent the entry of foreign matter into the lines until the works have been handed over on completion. Provide all piping, fitting, tools plant and all other incidental materials necessary for the satisfactory installation of the works. All work to be carried out in a neat and tradesmanlike manner. Wherever practical, adjoining or overlapping materials shall be complimentary on the Galvanic Table. Where adjoining or overlapping materials have a tendency to produce galvanic corrosion on one another they are to be separated by a PVC strip or sheet of approved material.

Sanitary plumbing Generally work is to be carried out to all sanitary fittings shown on drawing and referred to in this Specification. All fabrication in an approved manner and to the complete satisfaction of the Water Board requirements and in accordance with relevant by-laws. Unless otherwise specified clips and brackets for copper pipework shall be galvanised mild steel separated from the copper by PVC strip or similar approved materials. Fixings required for chrome plated pipework shall be themselves chrome plated.

41


1262R_2 Spec

Horizontal pipe runs to be fixed to regulation falls and when fixed to underside of floors or beams to be hung with adjustable hanging brackets at maximum of 1800mm centres, or as required by the Water Board. Traps and all other exposed water pipes in tiled areas to be chrome plated. All traps are to be of universal type and to have a water seal as required by the Water board. Flashing of vents where passing through roofs to be cloaked over with collar flashing. Provide approved cowl with flywire to all vents passing through roof.

Water services All copper tube to be Table 3, type 3 tube or of other tubing approved by the Architect and the Water board. Tubes 25mm and less are to be of capillary fitting type. No tubes are to be less than 12mm outside diameter for cold water. Supply and install all necessary control valves and cocks, reducers, elbows couplings, tees, nipples, brushes, unions and other fittings necessary to complete the service and to effect the connection of satisfactory water flow to all sanitary fixtures, equipment and faucets or other outlets as shown on the drawings or as specified herein. No pipes or fittings shall be cast into concrete slabs. Pipes passing through slabs shall be fed through oversized cores or sleeves. The whole of the service shall be pressure tested on completion of each stage and before service is concealed Rectify any faults discovered. Pay all fees, arrange for extension from existing supply main or where necessary obtain a new tapping in the Board’s mains as agreed to by the Water Board. From the new supply, extend the water service reticulation service in appropriate minimum diameters to all fixtures, fittings, hosecocks and the like shown on the drawings, schedule in an specified hereunder, all requiring supply.

Hot water Supply and fix hot water units to locations as shown on hydraulic drawings.

Fire hose reels and hydrants Supply and install fire hose reels where shown on drawings. Hose reels shall conform to AS 1221-1981 and be of a type approved by the local fire brigade. The reel shall be painted the colour Signal Red. The mounting plate shall be secured in a rigid workmanlike manner without damage to the surrounding areas in an approved manner using galvanised or non-ferrous metal masonry bolts sufficient to withstand with an adequate margin for safety the fixing test and the minimum static and dynamic loads likely to be applied to the fixing. Hydrants to be installed in accordance with BCA, Water Board requirements and AS 3500.

42


1262R_2 Spec

10.7. PITS AND SUMPS All drainage inspection/junction pits and sumps are to be constructed in the location and to the depths and details shown on the Engineer’s details. Where not otherwise specified pits and sumps are to be constructed of 20MPa concrete reinforced with AS N9.604 fabric, rebated for manhole cover frame. Where pits exceed 620mm in depth, provide and install galvanised step iron of 19mm diameter MS approx 610mm long overall U shape, cogged at ends and built into concrete walls and in accordance with the requirements of the Water Board. Pit covers are to be heavy-duty cast iron grating equal to “Gatic”.

10.8. TESTING Prior to any backfilling or building in, carry out all tests as before specified and as required by Authorities and rectify any rejected, faulty or unsatisfactory work.

10.9. SINKS Supply and install 1200 long single bowl and drainer stainless steels ink equal to Clarke.

43


1262R_2 Spec

44


1262R_2 Spec

11. PAVING, TILING AND FLOOR FINISHES

11.1. GENERALLY The whole of the work shall be carried out by competent tradesmen under the supervision of a foreman who is responsible to the respective subcontractor. All materials such as cement, aggregate, sand and water shall comply with the specification under “Concrete”. All work shall be of the best quality workmanship and shall be left uniform, level and true, free of trowel marks, cracks, chip marks, stains and other defects and surfaces are to be even throughout. Cover all paving whilst curing and protect finished surfaces against wet materials or following trades until completion of contract. Slab walls and the like are to be thoroughly cleaned and sparrow picked where necessary or treated with a chemical bonding agent equal to “Cemstick”. Where two levels of topping or other finish meet at doors, grade to higher level.

11.2. INTEGRAL FINISHES All floor areas which are not topped, tiled or similar, shall be finished while green in accordance with the Engineer’s specification and to tolerances and quality required for the various flooring surfaces specified.

11.3. CERAMIC WALL TILES Tiles to be in splashbacks 400mm high to back and returns of kitchen sinks and vanities. Ceramic tiles are to be fixed with approved adhesive to walls. All tile joints are to be fully pointed up with white cement grout and completion are to be left clean and free of defects, faulty grouting chipped tiles and the like.

11.4. CERAMIC FLOOR TILES The extent of floor tiles is shown on the drawings, with a 200 high skirting. All tiles are to be laid on a 3:1 sand/cement bed. Bed to be minimum 13mm thick at floor wastes. Tiles shall be cut neatly around obstructions and shall have all joints grouted with natural cement mortar, with the joint surfaces finished slightly, concave. Allow tiles and joints to set and cure, and leave all tiling clean and free from defects, faulty jointing, chipped tiles and the like. Ceramic tiles to have non-slip finish to toilets, cleaner room and shower recesses. Finish tiled floors at junctions with differing floor finishes with a corrosion-resistant metal dividing strip fixed to the substrate. If changes of floor finish occur at doorways, make the junction directly below the closed door.

11.5. WATERPROOFING Waterproofing of all wet areas to be undertaken in accordance with AS 3740 (clause F1.7).

45


1262R_2 Spec

Membrane Provide a proprietary liquid applied or sheet membrane system which:

• has a current Australian Building Products and Systems Certification Scheme certificate; or

• has a current technical opinion issued by the Australian Building Systems Appraisal Council stating that the system is suitable for use as a waterproofing system for use in wet areas and associated floors and wall/floor junctions which are to be tiled

Floor waste installation Turn membrane down onto the floor waste puddle flanges, and adhere.

Hob installation Extend membrane over the hob and into the room at least 50mm.

External tiling Provide a waterproof membrane under external floor tiling, to balconies and over habitable rooms, which forms a drained tank suitable for continuous immersion. Do not run under bounding walls.

Curing Allow membrane to cure fully before tiling.

46


1262R_2 Spec

12. PLASTERING AND RENDERING

12.1. EXTENT This part shall apply to all plasterboard and render to inside of toilet areas.

12.2. GENERALLY The whole of the work shall be carried out by competent tradesmen under the supervision of a foreman who is responsible to the respective subcontractor. All material such as cement, and water shall comply with the specification as under “Concrete”.

12.3. PLASTERBOARD WALL LININGS Plasterboard wall lining to stud partitions shall be 13mm thick CSR “Gyprock” or similar approved machine made plasterboard sheeting with recessed edges. Provide large sheets, trim openings and neatly finish for power and switch points, pipes, door ducts, and the like clean splashes and complete, true and plumb. Set salient angles of “Gyprock” with metal corner bead to manufacturer’s recommendation. All plaster board linings are to be handled, cut installed, fastened, taped jointed, and the like in accordance with “CSR” Installation Manual. Provide water resistant grade plasterboard to areas adjacent to Kitchenette and Vanity benches.

12.4. PLASTERBOARD WALL SYSTEMS All internal plasterboard wall systems shown on the drawings shall be framed up with roll formed steel stud system, as specified under “Metalwork”

12.5. RENDER Render to be minimum 12mm thick. Prepare sub-base as required to ensure a good bond and finish render ready for painting.

47


1262R_2 Spec

48


1262R_2 Spec

13. CEILINGS

13.1. SUSPENDED CEILINGS Suspended ceilings to be drop in panel type support on a 600x1200 T bar suspension system, ceiling panels to be equivalent to “Freshtone” vinyl coated plasterboard tile by “Gyprock”. Suspension system to be exposed grid suspended from roofing purlins/concrete slab soffit as applicable. All exposed grids to be prefinished in white complete with all matching accessories and trims. All materials and fixings to be in complete accordance with manufacturer’s recommendations. Marked or damaged panels or grids are to be replaced or painted as required by the Architect. Setout for the grids to be in accordance with the drawings. Ensure that grids align with window mullions and provide necessary cuts and infills. All cut tiles to have rebated edges. Ceilings to amenities area are to be have vinyl faced plasterboard tiles.

49


1262R_2 Spec 50


1262R_2 Spec

14. GLAZING

14.1. GENERALLY This part comprises all glass and glazing, including factory glazing of windows, doors, balconies and the like items specified in other parts, shown on the drawings and as necessary.

14.2. MATERIALS Glass shall comply generally with BS 952, be the kinds and grades specified or shown on the drawings, and shall be free from cracks, scratches, bubbles, blisters, and other defects which will interfere with the appearance or service. Glazing not otherwise specified shall be float glass of thickness complying with the requirements of AS 1288 for a basic design wind velocity of 40 metres/second and the applicable terrain category stated in AS 1170 Part 2. External glazing to aluminium framed doors, windows and balconies to be of “Pilkington Light Green” in the appropriate grades. Mirrors are to be 6mm polished float, after cutting silvered by process equal to copper back. Edges to be polished before coating. Provide semi concealed approved fixing clips spaced at maximum 900 centres.

14.3. WORKMANSHIP Glass to be cut smooth with straight edge and the full size required by the various openings but maintaining clearances. Nipping to reduce oversized dimensions, flares and the like will not be permitted. Where glass edges but at mitred corners and at butted junctions edges shall be ground to provide true straight edges. Sealants to be fixed strictly to manufacturer’s written instructions. Glass to be cleaned and sealant trimmed off to approval.

14.4. GLAZING TO ALUMINIUM DOORS AND WINDOWS Glazing to aluminium framed doors and side lights and aluminium framed windows to be supplied with the doors and windows by the manufacturer. All glazing is to be in full compliance with the governing Authorities with sheet sizes and thickness suitable to framing openings.

14.5. ON COMPLETION Just prior to practical completion replace all scratched and broken glass and thoroughly clean and polish all glass provided in whole contract.

51


1262R_2 Spec 52


1262R_2 Spec

15. PAINTING

15.1. GENERALLY All materials used in the painting trade shall be of the best quality available and shall conform to their respective standards. All materials in this trade shall be delivered fresh to the site in sealed containers bearing the name and brand of an approved manufacturer. No trade lines will be accepted. The respective manufacturer’s instructions and specification for the preparation of surfaces and the preparation and application of the materials shall be strictly adhered to. Breaking down and thinning of materials, unless recommended by the manufacturer is not permitted. Supply, maintain and remove on completion all necessary masking, drop sheets or other protective measures required to prevent the permanent disfigurement of prefinished surfaces and equipment or surfaces to which no other finish is to be applied. Any spillage, splash or spray marks shall be removed immediately to the Proprietor’s satisfaction. If removal and cleaning is not acceptable the whole section of the affected area is to be retreated, painted or replaced to the Proprietor’s satisfaction. The medium for application of the paints and other applied films, shall be a type recommended or stipulated by the respective manufacturer. Irrespective of the medium employed, the finished film or coat shall be homogeneous and of uniform coverage, free from gaps, and semi bare patches and other blemishes. Allow for neatly cutting in, on straight lines between different materials and/or colours and at the natural junction between planes. Paint coats or films shall be free of runs or sags. No painting shall be executed on improperly prepared surfaces or under atmospheric conditions which would be detrimental to the quality of the finishing coat. Generally undercoats and pre finishing coats shall be applied in varying shades of the final coat. Final colours will be as selected, colours shall be of the manufacturer’s standard architectural colour range but the painter will be expected to tint colours not available or not standard. Any work not bearing out to this or the paint manufacturer’s specification is to be given an additional finishing coat. The Builder is to provide all scaffolding, assistance and attendance for this trade. The contractor is to allow for and provide samples of finishes or colours as requested.

15.2. PREPARATION Suitably prepare substrates to receive the painting system specified including but not necessarily limited to the following:

• clean down,

53


1262R_2 Spec

• remove loose and foreign matter including grease, oil, laitance, dust, dirt and the like,

• fill cracks and holes,

• sand down, and

• leave smooth Unless otherwise specified the surface shall be dry before painting commences. If there is mould or moss on the surface, treat it with an appropriate fungicide in accordance with the manufacturer’s recommendations and treat efflorescence if present.

15.3. COATING SYSTEMS

External and internal steel and metalwork Where not prefinished with colorbond, all galvanised surfaces are to be thoroughly de greased and cleaned. Apply:

• one coat approved etching primer

• one coat zinc chromate primer

• one coat undercoat

• two coats full gloss enamel Refer to schedule for final colours

Internal plasterboard All cavities shall be stopped as required with approved plaster filler, the whole rubbed down to remove all extraneous material and irregularities. Apply:

• one coat sealer


• two coats satin acrylic

Painted woodwork Internal joinery items to be painted, shall be sanded smooth, all holes and cavities shall e stopped, any knots shall be sealed with knotting varnish, the whole sanded smooth and cleaned. Apply:


• two coats full gloss enamel

15.4. SIGNAGE AND TACTILE INDICATORS Provide all required statutory signage in accordance with BCA NSW requirements (refer to Section C3.6, section E3.3) and tactile indicators AS 1428.1.

54


1262R_2 Spec

15.5. MISCELLANEOUS FINISHES Car parking bays as shown on the drawings are to identified in accordance with Council’s requirements using 75mm wide white line markings equal to “Stanmark” brand polymer film.

15.6. ON COMPLETION Do all making good and cleaning, patching and touching up to match adjacent surfaces and colours.

55


1262R_2 Spec 56


1262R_2 Spec

16. SCHEDULE OF FINISHES

Items Finish Colour

Roller Shutter

External Doors Solid core doors waterproof ply, paint finish. Steel door jambs paint finish, hardware in satin chrome

Internal Doors Redicote hardboard doors, paint finish, hardware in stain chrome

All framed glazing Aluminium commercial frames, powder coat finish

Dulux Powdercoat, “charcoal”

Glazing Body tint plate glass To be advised

Metal awnings over doors facing street

Powdercoat finish

Roof roofing Lysaghts Trimdeck High Ten roof sheeting

Colorbond “Gull Grey”

Office & amenities Painted plasterboard To be advised

External walls Precast concrete panel – paint finish

Colour A: “Mule LTB” Solargard

Colour B: “Fremantle Sails WH” Solargard

Street awnings Painted galvanised steelwork

Metal louvres and louvred doors

Powdercoated metalwork

Downpipes, cappings and rainwater heads

Pre finished metal

Driveway areas Reinforced concrete, broom finish

Natural

57

Notes

Amendments Date

Site and Landscape Plan

TAS7 CC-1A

Mar 2005

Job No Dwg No

1:400Scale Date

Fax: 1234 5679

Ph: 1234 5678

O L Y M P I C D E S I G N S

55 Olympic Parade

Homebush NSW 2140

All dimensions to be checked on

site prior to construction,

ordering or manufactureof items.

1

2 Do not scale this drawing.

*************************************************

PROPOSED FACTORY UNITS

& OFFICE SPACE

for

Tasmegs Development Pty Ltd

7 Layland WayBanksia

12345

109876

Complex Tenant Board

Refuse container

area

Refuse container

area

12800

2500

5400

LAYLAND WAY

19 x

ps

Plant Schedule

ps pennisetum setaceum

(Crimson Fountain Grass)

19 x

ps

3 x ll

3 x ll

lomandra longifolia ll cv Katrinus

1 x ap(Japanese Maple)

acer palmatumap

7 x ta ta themeda australis

(Mingo Grass)

var. Mingo

1 x ap

7 x ta

13 x oj

1 x rp

'Nanus'

(Dwarf Mondo)

ophiopogon japonicusoj

rp robinia pseudocacia(Golden Robinia)

'Frisia'

Boundary 87025 0°0'00"Boundary

73200

90°0

'00"

12825

Note: All garden beds to have 100mm layer of hard wood

chip mulch

2000

18500

2000

1275

150

11400 4000 5000

1262R/2 Pg 1 of 31

Notes

Amendments Date

Existing Site Plan

TAS7 CC-2A

Mar 2005

Job No Dwg No

1:400Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



All existing trees &shrubs to be removed

LAYLAND WAY

Boundary 87025 0°0'00"

Boundary

73200

90°0

'00"

Existing dwelling tobe demolished

Existing shed tobe demolished

LOT 42

LOT 43

LOT 212

T1

T3

T2

T4

T5

T6

T9

T8T7

TREE GIRTH (mm)

1

2

3

4

5

6

7

8

9 350

450

300

600

750

550

550

500

1150

1262R/2 Pg 2 of 31

terra cotta pavers on sand and cement bed

precast concrete

wheel stop

5 4 3 2 1

RL 21.17

WORKSHOP WORKSHOP

RL 21.17

WORKSHOP

RL 21.17

WORKSHOP

RL 21.17

WORKSHOP

RL 21.17

LOADING

BAY BAY

LOADING

BAY

LOADING

BAY

LOADING

BAY

LOADING

RC slab to eng. details steel trowel finish - typical

RC precast wall panels to eng. details

FRL 90/90/90 wall u/s of roof

sheets

5

RS RS

4

RS

3

RS

2

RS

1

D

24

25

D

23

D22

D

21

D

5

W W

4

first floor dashed

over

CL TEA M/DIS M/DIS TEA CL

UP UP

B

B

B

BDP

FRL -/60/30 fire exit

17

D

D

16

20

D D

19D

18



sheets



FRL -/60/30 fire exit FRL -/60/30 fire exit

D

11

15

D

12

D

13

D

14

D

6

D

D

10

D

9

D

8

D

7

D

5

1

D

4

D

3

D

2

D

2

WW

3

W

1

CL CL CL

TEA TEA TEA

M/DIS M/DIS M/DIS

B

B

B

B

B

B

BDP

DP

DP

UP UP UP

FRL 90/90/90 wall

Notes

Amendments Date

Ground Floor Set Out Plan

TAS7 CC-3A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



Units 1 - 5

1262R/2 Pg 3 of 31

3485

3175

175

150

1910

90

1310

2475

1250

600 150

4050

6835

1752525 2675

1502675 2525

175

90

1060

90

1595

90

2450150

2450

90

1595

90

1060

90

2875 2500150

2500 2875

5375150

5375

350 typ

350 typ

900

2100

1650

1200

1200

1503425 1200 600

150

600 1200 3425150

3485

3175

175

150

1910

90

1310

2475

1250

600150

4050

6835

200

350 typ

350 typ

1425 3195150

3195 1425

125090

128090

1910150

191090

128090

1250

4620150

4620

4905

1425

150

2450

90

1490

90

2120

90

600

150

4050

1505

3575

1250

150 2125 1200 1350 1200 2125 150

4905

1425

150

2450

90

1490

90

2120

90

600

150

4050

1505

3575

1250

1425 3195

1250 1370

90

1910

4620150

1275

600 625

300

100

300

750

1200

650

600

3950

150

4830

225300

150

5500

4905

1425

150

2450

90

149090

2120

90

600

150

3850

150

1505

3575

1250 350 typ

350 typ

Notes

Amendments Date

Ground Floor Set Out Plan

TAS7 CC-4A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



Units 6 - 10

FRL 90/90/90 wall

UPUPUP

DP

DP

DP B

B

B

B

B

B

B

M/DISM/DISM/DIS

TEATEATEA

CLCLCL

FRL -/60/30 fire exitFRL -/60/30 fire exit




sheets


D

43

D

42

41

D


DPB

B

B

B

UPUP

CLTEAM/DISM/DISTEACL

first floor dashed

over

W

26

40

D

39

D38

D

37

D

D

36

RS

10

RS

9

RS

8

RS

76

RS


sheets



LOADING

BAY

LOADING

BAY

LOADING

BAY

LOADING

BAYBAY

LOADING

RL 21.17

WORKSHOP

RL 21.17

WORKSHOP

RL 21.17

WORKSHOP

RL 21.17

WORKSHOPWORKSHOP

RL 21.17

109876

precast concrete

wheel stop

terra cotta pavers on sand and cement bed

44

D

45

D

46

D

47

D

48

D

49

D

50

D

51

D

53

D

54

D

55

D

52

D

56

D

57

D

58

D

59

D

60

D

27

W

28

W

29

W

30

W

1262R/2 Pg 4 of 31

3485

3175

175

150

1910

90

1310

2475

1250

600

150

4050

6835

1752525 2675

1502675 2525

175

90

1060

90

1595

90

2450150

245090

1595

90

1060

90

2875 2500150

2500 2875

5375150

5375

350 typ

350 typ

900

2100

1650

1200

1200

1503425 1200 600

150

600 1200 3425150

3485

3175

175

150

1910

90

1310

2475

1250

600

150

4050

6835

200

350 typ

350 typ

1425 3195150

3195 1425

125090

128090

1910150

191090

128090

1250

4620150

4620

4905

1425

150

2450

90

1490

90

2120

90

600

150

4050

1505

3575

1250

150 2125 1200 1350 1200 2125 150

4905

1425

150

2450

90

1490

90

2120

90

600

150

4050

1505

3575

1250

1425 3195

1250 1370

90

1910

4620150

1275

600 625

300

100

300 750

1200

650

600

3950

150

4830

225300

4905

1425

150

2450

90

1490

90

2120

90

600

150

3850

150

1505

3575

1250

350 typ

350 typ

150

10800

5 4 3 2 1

BELOW

WORKSHOP

RL 24.67

FRL 90/90/90 wall


FRL 90/90/90 wall

FRL 90/90/90 wall

RL 24.67 RL 24.67 RL 24.67 RL 24.67

WORKSHOP

BELOW

WORKSHOP

BELOW

WORKSHOP

BELOW

WORKSHOP

BELOW

OFFICE OFFICE OFFICE OFFICE OFFICE

UP UP

UP UP UP

WC WC

WC WC WC

"Hi-light" sunscreen in steel frame over to detail

Notes

Amendments Date

First Floor Set Out Plan

TAS7 CC-5A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



RS

5 4

RS

3

RS

2

RS

1

RS

D

3534

D D

3332

D

D

30

31

D

28

D

D

29

27

D

D

26

Units 1 - 5

23

W W

22

W

25

19

W

18

W

16

W8

W

7

W

11

W

12

W

17

W

24

W

21

W W

20

W

15 13

WW

14

W

10 9

W

W

6

1262R/2 Pg 5 of 31

2503660

65 1501650

250

100 5825

100

1250100

2000100

3120100

1250 1375 1995 150

605 3370150

1900

285

9560

285

10130

6025

3355

1800

900

285

11420

100

8630

100

1200100

1250

100

6905

100

3025

1250

900

150

6055

3025

1250

3355

1800

900

285

11420

100

8630

100

1200

1001250

100

6905

100

3025

1250

250 3825150

3825 250

100 3975150

3975 100

1250

100

2000100

1170

150

1170

100

2000100

1250

1250 1375 1995150

1995 1375 1250

705 3370150

3370 705

3355

1800

900

285

11420

100

8630

100 1200

100 1250

100

6905

100

3025

1250

900

150

6055

3025

1250

4075150

40755375

1505375

8735

1500

600

285

11420

180

100

4760

100

2000

100

1300

2475

1250

11685

100

900

150

10835

200

600 1500 775 775 1500

600

250 5125150

5125 250

100 3975100

1200

1501200

1003975 100

100 2675100

2500150

2500100

2675 100

2875 2500150

2500 2875

5375150

5375

8735

1500

600

285

11420

180

100

4760

100

2000

100

1300

2475

1250

100

11685

100

900

150

10835

200

6 7 8 9 10

BELOW

WORKSHOP

RL 24.67

FRL 90/90/90 wall


FRL 90/90/90 wall

FRL 90/90/90 wall

RL 24.67 RL 24.67 RL 24.67 RL 24.67

WORKSHOP

BELOW

WORKSHOP

BELOW

WORKSHOP

BELOW

WORKSHOP

BELOW

OFFICE OFFICE OFFICE OFFICE OFFICE

UP UP

UP UP UP

WC WC

WC WC WC

"Hi-light" sunscreen in steel frame over to detail

Notes

Amendments Date

First Floor Set Out Plan

TAS7 CC-6A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



RS

6

D

61

Units 6 - 10

7

RS

8

RS

9

RS

10

RS

31

W

62

D

63

D64

D

65

D

66

D

68

D

67

D

70

D

69

D

W

32

W

35

W

36

W

33

W

34

37

W

38

W

39

W

40

W

42

W

43

W

W

41 44

W

W

45

W

46

W

47

W

48

W

49

W

50

1262R/2 Pg 6 of 31

2503660

65 1501650

250

100 5825

100

1250100

2000100

3120100

1250 1375 1995 150

605 3370150

1900

285

9560

285

10130

6025

3355

1800

900

285

11420

100

8630

100

1200

100

1250

100

6905

100

3025

1250

900

150

6055

3025

1250

3355

1800

900

285

11420

100

8630

100

1200

100

1250

100

6905

100

3025

1250

250 3825150

3825 250

100 3975150

3975 100

1250

100

2000100

1170

150

1170100

2000100

1250

1250 1375 1995150

1995 1375 1250

705 3370150

3370 705

3355

1800

900

285

11420

100

8630

100

1200

100

1250

100

6905

100

3025

1250

900

150

6055

3025

1250

4075150

40755375

1505375

8735

1500

600

285

11420

180

100

4760

100

2000

100

1300

2475

1250

11685

100

900

150

10835

200600 1500 775 775 1500

600

250 5125150

5125 250

100 3975100

1200

150

1200100

3975 100

100 2675100

2500150

2500100

2675 100

2875 2500150

2500 2875

5375150

5375

8735

1500

600

285

11420

180

100

4760

100

2000

100

1300

2475

1250

100

11685

100

900

150

10835

200

first floor over

dashed

1

WORKSHOP

fw

tiles

M/DISUP

over

shelf

fw

tiles

CL

tiles

TEA

B

DPB

precast conc.

wheel stopsas specified

steel bollard

as specified

Notes

Amendments Date

Ground Floor Plan Unit 1

TAS7 CC-7A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



C

C C

C

C

1

RS

5

D

D

2

D

3

D

4

1

W

1262R/2 Pg 7 of 31

1425 3195

1250 1370

90

1910

4620150

1275

600 625

300

100

300

750

1200

650

600

3950

150

4830

225300

150

5500

4905

1425

150

2450

90

149090

2120

90

600

150

3850

150

1505

3575

1250 350 typ

350

typ

UP UPtiles

M/DIS

fw fw

fwfw

M/DIStiles

CLtiles tiles

CLshelf

over

tiles

TEAtiles

TEA

13 treads @

275mm

14 r

isers

@ 175mm

3

WORKSHOP WORKSHOP

2

first floor over

dashed

stairs

similar

to Unit

3

DP

DPB B

precast conc.


steel bollard

as specified

B B

Notes

Amendments Date

Ground Floor Plan Unit 2 & 3

TAS7 CC-8A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



C C

C C

2

RS

D

6

3

W W

2

7

D

8

D

9

DD

14

D

13

D

12

11

D

3

RS

1262R/2 Pg 8 of 31

350 typ

350

typ

1425 3195150

3195 1425

125090

128090

1910150

191090

128090

1250

4620150

4620

4905

1425

150

2450

90

1490

90

2120

90

600

150

4050

1505

3575

1250

150 2125 1200 1350 1200 2125 150

4905

1425

150

2450

90

1490

90

2120

90

600

150

4050

1505

3575

1250

CL

tiles

fw fw fw fwtiles

TEA tiles

M/DIS

tiles

10 risers @ 175mm

9 treads @ 275mm

WORKSHOP

tiles

CL

tiles

M/DISTEA

5 4

WORKSHOP

UP UP

rc columns to

eng. details

shelf

precast conc.


steel bollard

as specified

B

B

B

B

first floor over

dashed

DP

Notes

Amendments Date


TAS7 CC-9A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



C C C C

C

C C

C

over

4

RS

D

17

18

D

4

WW

5

19

DD

20

21

22

D

DD

23

24

D

RS

5

1262R/2 Pg 9 of 31

3485

3175

175

150

1910

90

1310

2475

1250

600 150

4050

6835

1752525 2675

1502675 2525

175

90

1060

90

1595

90

2450150

2450

90

1595

90

1060

90

2875 2500150

2500 2875

5375150

5375

350

typ

350 typ

900

2100

1650

1200

1200

1503425 1200 600

150

600 1200 3425150

3485

3175

175

150

1910

90

1310

2475

1250

600150

4050

6835

200

Notes

Amendments Date


TAS7 CC-10A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



over

DP

first floor over

dashed

B

B

B

B

steel bollard

as specified

precast conc.


shelf

rc columns to

eng. details

UPUP

WORKSHOP

76

TEA

M/DIStiles

CL

tiles

WORKSHOP

9 treads @ 275mm

10 risers @ 175mm

tiles

M/DIStilesTEA

tiles fwfwfwfw

tiles

CL

C C C C

C

C

C

C

RS

6

36

D

D

38

D

39

D

40

D

45

W

2726

W

D

4443

D

D

41

7

RS

1262R/2 Pg 10 of 31

3485

3175

175

150

1910

90

1310

2475

1250

600

150

4050

6835

1752525 2675

1502675 2525

175

90

1060

90

1595

90

2450150

245090

1595

90

1060

90

2875 2500150

2500 2875

5375150

5375

350

typ

350 typ

900

2100

1650

1200

1200

1503425 1200 600

150

600 1200 3425150

3485

3175

175

150

1910

90

1310

2475

1250

600

150

4050

6835

200

Notes

Amendments Date

Ground Floor Plan Unit 8 &9

TAS7 CC-11A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



BB

steel bollard

as specified

precast conc.


BB DP

DP

stairs

similar

to Unit

3

first floor over

dashed

9

WORKSHOPWORKSHOP

8

14 r

isers

@ 175mm

13 treads @

275mm

TEA

tiles

TEA

tiles

over

shelfCL

tilestiles

CL

tiles

M/DIS

fw fw

fwfw

M/DIStiles UPUP

C C

CC

8

RS

D

46

9

RS

D

51

W

29

W

28

D

50

D

49

D

48

D

55

D

54

D

53

1262R/2 Pg 11 of 31

350 typ

350

typ

1425 3195150

3195 1425

125090

128090

1910150

191090

128090

1250

4620150

4620

4905

1425

150

2450

90

1490

90

2120

90

600

150

4050

1505

3575

1250

150 2125 1200 1350 1200 2125 150

4905

1425

150

2450

90

1490

90

2120

90

600

150

4050

1505

3575

1250

first floor over

dashed

10

WORKSHOP

fw

tiles

M/DISUP

over

shelf

fw

tiles

CL

tiles

TEA

B

DPB

precast conc.


steel bollard

as specified

Notes

Amendments Date

Ground Floor Plan Unit 10

TAS7 CC-12A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



C

C

C

C

C

10

RS

D

56

D

60

D

59

D

58

W

30

1262R/2 Pg 12 of 31

1425 3195

1250 1370

90

1910

4620150

1275

600 625

300

100

300 750

1200

650

600

3950

150

4830

225300

4905

1425

150

2450

90

1490

90

2120

90

600

150

3850

150

1505

3575

1250

350 typ

350

typ

150

10800

1

2

3

4

5

6

7

8

9

10

11

12

13

14

151617181920

UP

fwtilesFWC

stairs similar

to Unit 6

OFFICE

1

carpet

Hi-light sunscreen insteel frame over

to detail

DP

DP

Notes

Amendments Date

First Floor Plan Unit 1

TAS7 CC-13A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



C

C

C

C

C

C C

RS

1

W

11

10

WW

9

W

8

6

W

W

7

D

27

26

D

1262R/2 Pg 13 of 31

2503660

65 1501650

250

100 5825

100

1250100

2000100

3120100

1250 1375 1995 150

605 3370150

1900

285

9560

285

10130

6025

3355

1800

900

285

11420

100

8630

100

1200100

1250

100

6905

100

3025

1250

900

150

6055

3025

1250

14 r

isers

@ 175mm

13 treads @

275mm

stairs

similar

to Unit 6

carpet

3

OFFICE

acoustic

fibreglassinsulation

carpet

2

OFFICE

UP UP

1

2

3

4

5

6

7

8

9

10

11

12

13

14

151617181920

14

13

12

11

10

9

8

7

6

5

4

3

2

1

20 1918171615

fw tiles

FWC

fwtiles

FWC

DP

Hi-light sunscreen insteel frame over

to detail

Notes

Amendments Date

First Floor Plan Unit 2 & 3

TAS7 CC-14A

Jan 2005

Job No Dwg No

1:100Scale Date

Fax: 1234 5679

Ph: 1234 5678


55 Olympic Parade

Homebush NSW 2140




1


*************************************************


& OFFICE SPACE

for



C C

C C

C C

RS

3

W

17

14

W

W

13

15

W

W

16

W

12

29

DD

31

D

2830

D

RS

2

1262R/2 Pg 14 of 31

3355

1800

900

285

11420

100

8630

100

1200

1001250

100

6905

100

3025

1250

250 3825150

3825 250

100 3975150

3975 100

1250

100

2000100

1170

150

1170

100

2000100

1250

1250 1375 1995150

1995 1375 1250

705 3370150

3370 705

3355

1800

900

285

11420

100

8630

100 1200

100 1250

100

6905

100

3025

1250

900

150

6055

3025

1250

4075150

4075

SPECIFICATION - Welcome | openEQUELLA · 2019-01-13 · OBVIOUS WORK ... ALUMINIUM DOORS AND...

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Transcript of SPECIFICATION - Welcome | openEQUELLA · 2019-01-13 · OBVIOUS WORK ... ALUMINIUM DOORS AND...