VPA Schedule 5 by cityofcanadabay

VPA Schedule 5 - Rhodes Recreation Centre Concept Design - Document Register Document No.

Title

Revision

Date

Author

17.07.2020

Walker Street Development

53 53 53 53 53 53 53 53 53 53 53 53 53 53 53

20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020 20.03.2020

SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects SJB Architects

1 1 1 3 2 2 2 2 P02 P02 P06 P04 P04 P04 P04 P04 P04 P04 P02 P04 P04

16.01.2020 16.01.2020 16.01.2020 31.01.2020 24.01.2020 24.01.2020 24.01.2020 24.01.2020 01.10.2019 01.10.2019 03.04.2020 03.04.2020 03.04.2020 03.04.2020 03.04.2020 03.04.2020 03.04.2020 03.04.2020 03.04.2020 03.04.2020 03.04.2020

ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants ABC Consultants

P1 P1

26.02.2020 11.03.2020

JHA JHA

P1 P1

19.03.2020 11.03.2020

JHA JHA

04.08.2020

Walker Street Development

04.08.2020

Walker Street Development & Mitchell Brandtman

01.07.2020

ABC Consultants

25.02.2020

ABC Consultants

2 2

18.02.2020 01.04.2020

Walker Street Development Walker Street Development

01 - PPR -

Rhodes Recreation & Community Centre - Principal's Project Requirements (PPR)

02 - Architectural Plans 4440-0204 Basement 06 4440-0205 Basement 05 4440-0206 Basement 04 4440-0207 Basement 03 4440-0208 Basement 02 4440-0209 Basement 01 4440-0210 Level 01 4440-0211 Level 02 4440-0211M Level 02 Mezzanine 4440-0212 Level 03 4440-0213 Level 04 4440-0501 Elevation – North 4440-0502 Elevation – South 4440-0503 Elevation – East 4440-0504 Elevation – West 03 - Structural Plans 19072-S01.011 SHORING LOADING DIAGRAM 19072-S01.021 TYPICAL SITE RETENTION DETAILS 19072-S01.100 BULK EXCAVATION PLAN 19072-S01.101 SITE RETENTION PLAN 19072-S01.111 SHORING WALL SW1 ELEVATION 19072-S01.112 SHORING WALL SW2 ELEVATION 19072-S01.113 SHORING WALL SW3 ELEVATION 19072-S01.114 SHORING WALL SW4 ELEVATION 19072-S02.010 FOUNDATION PLAN 19072-S02.015 FOUNDATION DETAILS 19072-S02.040 BASEMENT LEVEL 06 FLOOR PLAN 19072-S02.050 BASEMENT LEVEL 05 FLOOR PLAN 19072-S02.060 BASEMENT LEVEL 04 FLOOR PLAN 19072-S02.070 BASEMENT LEVEL 03 FLOOR PLAN 19072-S02.080 BASEMENT LEVEL 02 FLOOR PLAN 19072-S02.090 BASEMENT LEVEL 01 FLOOR PLAN 19072-S02.100 LEVEL 01 FLOOR PLAN 19072-S02.110 LEVEL 02 FLOOR PLAN 19072-S02.111 LEVEL 02 MEZZANINE FLOOR PLAN 19072-S02.120 LEVEL 03 FLOOR PLAN 19072-S02.130 LEVEL 04 FLOOR PLAN 04 - Services Brief Reports 180469 Design Brief Report - Hydraulic Services 200033 Design Brief Report - Electrical, Communication, Security and Dry Fire Services 200033 Design Brief Report - Mechanical Services 200033 Design Brief Report - Wet Fire Services 05 - Cost Plan RHODES RECREATION CENTRE - FINAL VPA COST PLAN VPA COST PLAN - Mitchell Brandtman & Billbergia Cost Plan Comparison 06 - Cost Plan - Further Supporting Documentation 19072-006-Peer Review 34 Walker St, Rhodes – Response to Mott McDonald Peer Review Response Engineer Markup of L1 fire egress structure over adjacent boundary 19072 Rhodes Stage 2 - 34 Walker St. - DA Scheme Typical preliminary reo rates and concrete grades RRC Shared Elements Mark Up - Architectural Plans RRC Shared Elements Mark Up - Structural Plans

Principal Project Requirements

_________________________________

Rhodes Recreation & Community Centre Principal’s Project Requirements Stage 2, - Rhodes Station Precinct

Rev: B Date: February 2020 Principal/Client: Canada Bay Council Developer: Walker Street Development P/L Comments: TKD & CBC

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Principal Project Requirements Rev

_________________________________

Date 24.01.2020

Issue Status DRAFT ISSUE

Author DB

Checked By CK

17.02.20

17.07.20

Issued for Concept Cost Plan Revised to match VPA Concept Cost Plan

Notes Issued for review and further discussions Incorporated CBC & TKD comments, Issued for concept cost Plan VPA Cost Plan agreed with CBC. PPR references linked back to VPA Cost Plan for use as Contract Document.

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Principal Project Requirements

_________________________________

Contents PRINCIPAL OBJECTIVES .................................................................................................................................................................... 5 1.3 EXTERNAL WORKS & FACADE .................................................................................................................................................... 7 1.4 BASEMENT/PLANT ROOM/ BOH .............................................................................................................................................. 8 1.5 LOBBY LEVEL 1 FULL FIT OUT (FOYER & AMENITIES) .............................................................................................................. 10 1.6 CHILDCARE CENTRE FULL FITOUT– LEVEL 1* .......................................................................................................................... 12 1.7 ALLIED HEALTH - AHI (COMMERCIAL COLD WARM SHELL ON LEVEL 1 & 2) TOTAL OF 3 SEPARATE COLD WARM SHELLS .... 16 1.8 COMMUNITY SPACE & KITCHEN (FULL FITOUT) SERVICES FITTED OFF TO FIXTURES ............................................................. 17 1.9 CAFÉ & KITCHEN (WARM SHELL) ............................................................................................................................................. 18 1.10 LOBBY LEVEL 2 (FOYER & AMENITIES) ................................................................................................................................... 19 1.11 HEALTH CENTRE ..................................................................................................................................................................... 21 1.12 SPORTS HALL ......................................................................................................................................................................... 23 1.13 GYMNASTICS CENTRE ........................................................................................................................................................... 25 1.14 OCCASIONAL CARE (CRECHE) ................................................................................................................................................ 27 1.15 CAFÉ (COLD SHELL)................................................................................................................................................................ 29 1.16 LEVEL 2 MEZZANINE .............................................................................................................................................................. 30 ANNEXURES ...................................................................................................................................... Error! Bookmark not defined.

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Principal Project Requirements

_________________________________

1. Preamble This Principal’s Project Requirements (PPR) sets out the minimum design and construction requirements for the Rhodes Recreation Centre (RRC) Project within the overall Rhodes Central Stage 2 project. Departures from this brief must be discussed with and approved by the Client. All designs, materials specified, systems specified and ultimately the workmanship are to comply with all applicable standards, Building Code of Australia, Consent Authority, Principal Certifying Authority (PCA) and all other Authority requirements. The building services design intent of the RCC considers the following design philosophy as part of the overall mixeduse development: • Carpark ventilation system to serve all carpark levels for residential and leisure centre parking • Sprinkler and hydrant systems shall be a combined system throughout the entire development • Fire Indicator Panel and Fire Control Room is to be shared for the entire development. • Common Substation and HV feed to the development, however, MSB & metering shall be separate with the residential portion. • Common Water supply main with separate meters from the residential portion • Common Gas supply main with separate meters from the residential portion • HVAC between Residential and the Leisure Centre shall be separate. Separate AC for separate functions. Separate mechanical systems between Occasional Care, Allied Health, Social Enterprise, Café etc. • RRC Kitchen Exhaust (KEX) is deemed common for all users within RRC • Separate metering of Occasional Care, Allied Health, Social Enterprise, Café, etc. • Separate Exhaust for Occasional Care, Allied Health, Social Enterprise, Café, etc.

Working Draft Notes: Items have been noted throughout this PPR as Provisional Sum, as applicable under the VPA agreement to assist identify or refine any cost allocation during the concept and design development phase. All building services and finishes are generic in nature where it can be locally sourced without any implication on specialised features that will impact costs from the norm, unless notified otherwise. Any reference to Indoor swimming pool is not deemed part of this PPR nor any requirements under any obligations due to the design change of the RRC layout. Any reference to Pool, Sauna and Steam room is to be disregarded in the Annexures. This PPR has been prepared incorporating the requirements from previous and current documents listed in the annexures to establish an updated baseline for the modification of the Rhodes Recreation Centre (DA REF-##). ** Note this PPR does not entail any details on the proposed Mezzanine Floor as it is currently pending Council confirmation on acceptance of any potential cost increase as well as permissibility under the GFA allowance.

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Principal Project Requirements

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PRINCIPAL OBJECTIVES Code

ITEM AUTHORITIES AND STANDARDS

FUNCTIONAL REQUIREMENT The Project will be constructed under BCA 2016. The design provided by the Consultant, must comply with the National Construction Code, the Building Code of Australia, all relevant Australian Standards (whether referenced by the BCA or not), all relevant Utility Authority regulations & statutory requirements, and all Council requirements.

STRUCTURAL DESIGN The structural design will be in accordance with the latest revision of all relevant Australian Design Standards, the Building Code of Australia and other statutory requirements. BUILDING MANAGEMENT SYSTEMS

Monitoring & Operation points:

Operator interface required, including a Graphical User Interface (GUI) for monitoring and adjustments. • Illumination (lighting) control • Heating, ventilation, and air conditioning • Access control (common) • Fire alarm system (mimic to RRC BMS) • Lifts • Alarm Monitor & Security Automation (common) • Kitchen exhaust (common) • Energy meters to each zones

FIRE SERVICES • • • • • • •

Automatic fire sprinkler protection. Smoke Detection Alarm Fire Hydrants Fire Hose Reels Fire Extinguishers EWIS & Building Occupant Warning System (mimic to overall development)

ELECTRICAL SERVICES

Lighting:

Communications

Shared Substation chamber with separate main switch boards (MSB) for the Recreation Centre. Separate Switch boards for each zone/use • Efficient light fittings to be approved by Client & Developer • Lux levels as per AS & BCA Standards • IP rating compliance to each area NTDs for house and the specific tenancy zones to be provided Each tenancy zone/uses shall have a switchboard to serve its respective zones. House board shall be separate to the tenancy boards.

EMERGENCY SERVICES Emergency escape lighting and exit signs to be provided throughout the building to comply with AS and BCA Standards, and statutory requirements.

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Principal Project Requirements VERTICAL TRANSPORT Passenger Lift: (Kone Monospace N)

Goods Lift:

BMS: ESD Generally, conform to the requirements under the VPA for ESD initiatives.

_________________________________

• • • • • •

Machine Room-Less (MRL) Standard size range lift car 2 x Passenger lifts serving 4 floors (Basement 02 to Level 2) Lifts to cater passengers, baggage & double prams Lifts to accommodate stretcher capacity Speed: 1.5m/s Flooring: Standard manufacturer’s range of 600x300mm ceramic tile finish • Walls: Standard manufacturer’s range of finishes. • Reveal: Standard manufacturer’s range of finishes. • Ceiling: Standard manufacturer’s range of finishes. • Handrails: Standard manufacturer’s range of finishes. • Provide Lift access to Plant Room • Machine Room-Less (MRL) Standard size range lift car • 1 x Goods lift serving, serving 4 floors (Basement 01 to Level 3) • Speed: 1.0m/s • Flooring: Stainless Steel checker plate • Walls: Standard manufacturer’s range of finishes. • Reveal: Standard manufacturer’s range of finishes. • Ceiling: Standard manufacturer’s range of finishes. • Handrails: Standard manufacturer’s range of finishes. • Goods Lift to be sized / rated to fit Haulotte Star 10 (2.7m long x 1m wide x 2m tall. 2.7 tonne weight). Refer product specification for further information. Ýouble stacked doors to maximize opening width Lift fault monitoring to interface with the BMS Use of low VOC building materials

Promote passive ventilation design solutions Fixtures, fittings and equipment will be provided with the maximum permissible 3 star WELS rating. Recycled water provisions for laundry, flushing and irrigation Conform to Section J requirements Acoustic As a minimum, conform to the acoustic requirement at the time of DA.

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Principal Project Requirements

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1.3 EXTERNAL WORKS & FACADE

Code

ITEM GLAZING

VPA Cost Plan Bill Ref.

FUNCTIONAL REQUIREMENT Low E clear vision framed glazing with powdercoat finish

4/10N-4/11D

Non-combustible cladding only Aluminium louvre screen to Level 3 Plant screening

4/10G-4/10M 4/11E-4/11J & 4/11N-4/12B 4/11K-4/11M

FACADE CLADDING

Perforated Aluminium Screen fixed to precast concrete to Level 2 Southern and Northern Façade Powder-coated aluminium louvre / battens to Level 1 West Façade, Level 3 Parapet section; West Façade and Level 3 Parapet Section; Eastern Façade

4/11E-4/11J & 4/11N-4/12B

CONCRETE FINISH Precast Concrete with painted finish to North & South elevations Precast Concrete Fins with exposed aggregate and painted finish (or approved alternative to Feature Fins)

4/9J - 4/9M 4/10A-4/10F

HARD LANDSCAPING •

Paving:

Asphalt: Metalwork: (Provisional Sum) Fencing:

Black Adelaide (or approved alternative) 600 x 300 x 50mm paving as per Council requirements to Council Footpaths on North Frontage along Gauthrope Street. • Black Adelaide (or approved alternative) 600 x 300 x 30mm paving to internal site boundary pavements to on North, West and Eastern Frontages • Tactile Granite Pavers to stairs and ramps as required • Granite contrast nosing to stair treads as required • Bituminous concrete including tack; 50mm thick to Northern Frontage • Stainless steel bollards • Stainless steel balustrades/handrails as required 50mm tube 1.8m high steel palisade fence with galvanized finish and RSJ posts set in concrete Concrete planter box at 500mm high walls with waterproofing and drainage cell (Class 2 formwork)) Drip Irrigation to planter box

7/1B & 7/1E

Soft Landscaping to include trees, shrubs and groundcovers as per Stamped Landscape DA Documentation along Gauthrope Street including to planter boxes

7/1A

7/1B 6/2M 7/1C 7/1D 7/1D

SOFT LANDSCAPING

SIGNAGE (Provisional Sum)

TBC Council to advise requirements • Plaza Entry signs to read: “Rhodes Recreation Centre” (CBC to confirm name) • Lettering to be [1000mm in height] Aluminium laser cut letters direct fixed to façade illuminated 1 x External signage at Gauthorpe Street Entry 1 x External signage at Gauthorpe Street Entry (facing Marquet St) 1 x Additional sign on Gauthorpe with the address Graphics & Wayfinding Signage Interpretative Signage

6/1U & 6/2A

6/1U & 6/2A 6/1U & 6/2A 6/1U & 6/2A 6/1T 6/1U & 6/2A

PUBLIC ART Public Art/Sculpture

6/2N – Excluded from Cost Plan

CLIENT SUPPLIED TBA

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Principal Project Requirements

_________________________________

VPA Cost Plan Bill Ref.

1.4 BASEMENT/PLANT ROOM/ BOH Code

ITEM GENERAL

FUNCTIONAL REQUIREMENT Basement is a shared facility between the Residential Buildings and the Recreation Centre.

LOADING DOCK Clearance Height:

Waste Room:

Nappy Waste Room: Store Room: Delivery Bay: Turn table: Shared Dock Manager:

4.5m or per standard council requirements NOTE: 6.2m clearance required if forward facing truck required for unloading – CBC to confirm. Current development is not designed to this. Waste Room to have capacity for: 18x1100L Waste Bins 10x1100L Recycling Bins Capacity for 4 x 240L waste bins TBC Capacity for 1 x 10.5m long vehicle 12m diameter Capacity for 1 x 10.5m long vehicle Maximum 2.8m high ceiling IT systems to suit Council

Varies

2/10M & 3/15E

2/10M & 3/15E 2/10M & 3/15E 3/15E 2/10N

PLANT ROOM Plant is to be located on Level 3 to house all services plant for the Recreation Centre Adequate batten lighting

2/10A-2/10L

The plantroom is to provide for adequate ventilation and acoustic treatment to allow optimal performance to plant equipment. Plantroom access to consider ease of maintenance and replacement of parts. Goods lift to access Level 3 plant level.

2/10A-2/10L

Shared supply & exhaust risers with fan & plant on each level.

2/10F & 2/10G, 3/14L & 3/14M 2/10P

2/10A-2/10L

MECHANICAL VENTILATION SYSTEMS

Dock Manager:

Mechanical ventilation – no A/C A/C to be installed

TELECOMMUNICATIONS/DATA Dock Manager:

• • •

1 x Data point 1 X DGPO 3 x DGPO

2/10Q

HYDRAULIC SERVICES Hose cocks to each garbage holding rooms.

2/10A & 2/10B, 3/14G & 3/14H

ELECTRICAL SERVICES • • • •

Lighting: Lift Lobby:

General Batten lighting Lux levels as per AS & BCA Standards Downlights in to Plasterboard Ceiling As per relevant AS & BCA Standards for Electrical & Energy Services

2/10D & 2/10E, 3/14J & 3/14K 2/11A 2/10D & 2/10E, 3/14J & 3/14K

ACOUSTICS (Provisional Sum) -

6/2R

Boom gate to Car Park Entry Ramp – both exit and entry Ticketing machine and payment station locations TBA. CCTV & Electronic security access

6/1A

N/A

Sealed Concrete throughout, Slip rating compliance with AS and BCA standards • Zebra crossing marking • driveway boundary • 161 x Parking spaces • 5 x Loading spaces • 4 x Disable parking image

2/8G – 2/8J & 3/12J, 3/12K 2/8K – 2/9C & 3/13H – 3/13M

SECURITY (Provisional Sum) Carpark Management System:

6/1B & 6/1C

GLAZING FLOORING

Line marking 75mm wide to:

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Principal Project Requirements

Lift Lobby: WALLS

_________________________________ • 17 x Straight arrows • 9 x Turn arrows marking • 3 x Two-direction arrows marking Per DA Plans Rubber wheel stops where car space is against a wall or structure Tiling in front of lifts Class 3 Sealed Concrete - not painted Blockwork walls – or approved alternative

Dock Manager:

Lift Lobby:

•

Blockwork walls (or approved alternative)

•

Glazed partition/window facing turn table

• •

Render and Paint to Lift Core Walls All columns to be painted full height

2/9D & 2/9E

Note 2/7M, 2/7N, 3/12J & 3/12K 2/7M, 2/7N, 3/12J & 3/12K Allowed Blockwork 2/11C 2/11D

CEILINGS Class 3 exposed Concrete - not painted Exposed services not painted Suspended plasterboard ceiling Suspended plasterboard ceiling

Note Note 2/11E 2/11E

Solid core fire rated doors as required 2 x Manual roller shutter 5.2m high between Turn Table & Drive-In Manual Motorised roller shutter approx. 7.6 x 5.2m high between Turn Table & RCC Delivery

2/8D,8E,8F 3/13B 3/13A

Dock Manager: METALWORK

Single glazed hinged door with aluminium framing

3/13D

Bollards: Bicycle Racks: Fire Stairs: WALL PROTECTION

Galvanised Steel Bollard, powdercoated yellow where required Galvanised bike rack for 21 bikes in Basement Galvanised metal handrails to fire stairs as per AS & BCA standards

2/9G & 2/9H 2/9F 2/9J

Corner Guards: Pipe Guards: FURNITURE & EQUIPMENT

Recycled Rubber Corner Guards to columns within vehicle path Galvanised Pipe Guards

2/9J 2/9J

Excluded

Statutory Signage as required Wayfinding signage (non-illuminated)

2/9M & 3/14A 2/9N,2/9P, 3/14B, 6/1T

Size to suit demand of commercial kitchen use. Only 1 room allocated on B1

2/10C

Operator to provide business signage, operational requirements, contact details. Loose furniture incl bins, chairs, tables and the like. Waste disposal bins Dock Manager office FFE provided by Council

Excluded

Dock Manager: Lift Lobby: DOOR & HARDWARE

SIGNAGE (Provisional Sum) GREASE ARRESTOR

CLIENT SUPPLIED

Excluded Excluded Excluded

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Principal Project Requirements

_________________________________

1.5 LOBBY LEVEL 1 Full fit out (FOYER & AMENITIES) Code

ITEM GENERAL

MECHANICAL SERVICES • Lobby Area • Amenities • Store Rooms • Cleaners Store • Comms Room

VPA Cost Plan Bill Ref.

FUNCTIONAL REQUIREMENT The Public Foyer primarily fronts Gauthorpe Street with a large glazed façade, providing internal access to the proposed Council facilities and allows for secondary community break out spaces. The foyer also includes a through site link at the ground floor, linking from the north eastern corner to the South West corner. This links between pedestrian traffic coming from the Rhodes Railway Station in the north east and the future public space and retail facilities to be provided in the south west and along Marquet Street.

4/12C

Mechanically ventilated and air conditioned and/or fresh air supply Mechanically ventilated amenities and exhaust and/or fresh air supply

4/12D 4/12E-4/12J & 4/90A

Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards COMMS/DATA Nil identified Wifi throughout Centre (PSUM) Audio/PA system throughout (for centre announcements)

6/1J N/A – Confirmed by Andrei CBC 30/6/2020

HYDRAULIC SERVICES Potable hot & cold-water supply to all taps Non-potable water system for flushing, irrigation and wash down purposes 1 x Cleaner’s tap to cleaner’s store Sanitary plumbing and vent piping systems As per relevant AS & BCA Standards for Plumbing & Drainage 2 x outdoor taps for cleaning with vandal proof handle

4/13C 4/13D 4/13E 4/13F 4/13G 4/13H

ELECTRICAL SERVICES Power:

Lighting:

Electrical Equipment: (Provisional Sum)

• • • • • • •

1 x Waterproof DGPO per external area with lock 2 x Waterproof DGPO per external area with lock on each side of the external areas Power for Cleaners Downlights to all FOH spaces Batten lighting to all BOH spaces Lux levels as per AS & BCA Standards Feature Lighting

4/13J 4/14C 4/14D 4/13K 4/13L 4/13M 4/14E

• 2x TV screens • PA / Audio System As per relevant AS & BCA Standards for Electrical Services

6/1G

Swipe Access to main entry doors To integrate with Council remote security access system by Citigard. Council to provide extract. Lockable doors to meeting rooms, store rooms, offices • Abloy by Olympic Locksmiths to integrate with Council system • Hardware should include door handles, electric strikes, door closers, abloy locks, etc Intruder alarm system CCTV monitoring system

6/1C

As per relevant AS & BCA Standards for project requirements For occupant comfort/absorption Acoustic Report Requirements to be developed.

6/2R 6/2R

SECURITY (Provisional Sum)

6/1C

6/1C 6/1C

ACOUSTICS

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Principal Project Requirements

_________________________________

GLAZING

Stair Balustrade FLOORING

Foyer: Amenities: Stairs:

10.38 laminated Low E clear vision framed glazing with powdercoat finish -Curtain Wall System Frameless glazed balustrade

4/10N-4/11D

Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards 1200x600mm ceramic tile with matching coloured grout Tiled Skirting 150mm high 300x300mm 600x300mm ceramic tile with matching coloured grout Tiled Skirting 150mm high Timber treads with feature lighting Painted steel structure

4/15D 4/15E 4/15Fs 4/15J

Painted plasterboard with insulation as required Durable Wall finish in FOH/Public Areas such as veneer or laminate to front of house public areas. • Tiled to 1000mm full height with 600x300mm gloss white tiles • Painted moisture resistant plasterboard to 2400mm with insulation as required HMR toilet partitions – incl coat hook and lock Compact Laminate Partitions

4/17A 4/17G

Suspended ceiling system - painted plasterboard Acoustic/Feature (acoustic) ceiling System with Timber batten feature with ceiling, services & soffit painted in black beyond. Suspended ceiling system - painted plasterboard Suspended ceiling system - painted moisture resistant plasterboard

4/17K,4/18A 4/18E, 6/2R

MDF solid core leaf with aluminium frame, painted finish DDA Compliant hardware where required Automatic sliding glazed Entry door 3m high All hardware to include door handles, electric strikes, door closers, abloy locks, etc

4/18H & 4/18J 4/18G 4/19B, 4/19C 4/18K

4/15C

4/15H,4/16F 4/16G

WALLS & PARTITIONS Dry Areas:

Wet Areas:

Amenities:

4/16L & 4/17A,4/17B

4/16M 4/16N

CEILINGS Lobby:

Dry Areas: Wet Areas: DOOR & HARDWARE Generally:

4/17L,4/18B 4/17M,4/18C

FIXTURES (Provisional Sum) Amenities:

Parents Room:

Cleaner’s Room: JOINERY (Provisional Sum) Lobby:

• • • • • • • •

Wall faced toilet suites Hand basin with polished mixer tap Mirror to hand basin area Single roll toilet roll holder to each stall Double or Jumbo Wall mounted paper towel dispenser Wall mounted soap dispenser Wall mounted Urinals to Male WC DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails • Automatic (sensor?) fixtures • Electric Hand dryer Shared DDA facilities where practicable to promote inclusiveness • Proprietary Baby change table to parents’ room • Multiple built-in change tables with benchtop, bins, taps, splashback, breast feeding room, microwave, TV, children's play area, etc. e.g.Tram Shed’s parents’ room Stainless steel cleaner’s sink with mixer tap

4/19D-4/20L & 6/1S

Laminated Reception desk

6/2F

6/1S

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Principal Project Requirements

_________________________________

FURNITURE & EQUIPMENT (Provisional Sum) 2 x 32-inch TV’s

6/1G

Statutory signage:

As per relevant AS & BCA Standards

4/20P

Wayfinding signage: (Provisional Sum)

Acrylic panel with vinyl lettering, glue fixed to wall

4/21A

Signage for business, opening hours, phone number etc.

Excluded

Reception desk furniture incl desks and chairs

Excluded

Loose furniture incl bins, chairs, tables and the like.

Excluded

Computer and digital equipment for Recreation Centre Operational requirements

Excluded

SIGNAGE (Provisional Sum)

CLIENT SUPPLIED

VPA Cost Plan Bill Ref.

1.6 Childcare Centre Full fitout– Level 1* Code

ITEM GENERAL

FUNCTIONAL REQUIREMENT Staff Facilities: • Reception is for parent enquiries • Office is required for 1 staff (space for staff desk and small meeting table) • Program Room requires space for 2 staff at computers. • Meeting Room • 2 – 4 toilets are only required for staff. • Cleaners Room

4/21B

Children’s Facilities • Playroom 1: Ages 0-2 • Playroom 2: Ages 2-3 • Playroom 3: Ages 3-5 • Sleep Areas • Children’s Toilets • Nappy Change • Kitchen • Outdoor Play Space

MECHANICAL SERVICES Airconditioned areas

Play rooms, Sleeping Rooms, Office, Reception, Staff Room

4/21C

Mechanically ventilated areas, exhaust to louvred façade:

Amenities, Store rooms, Cleaners Store, Laundry

4/21D

Kitchen

Rangehood exhaust to be ducted – This is to be part of 3000L/s common KEX for RRC Provide separate exhaust ventilation to nappy waste disposal cupboards As per relevant AS & BCA Standards for Mechanical services External Heaters to outdoor play areas and Cooling misters

4/21E

1 x 2 x Outdoor Tap per external area Non-potable water system for flushing, irrigation and wash down purposes 1 x Water point to each external area Hot & cold water supply to fixtures in amenities 1 x Cleaner’s tap to cleaners room Sanitary drainage and vent piping systems Floor waste to outdoor spaces Gas supply to kitchen cooktop Handwash sink for Kitchen Kitchen connect to grease arrestor As per relevant AS & BCA Standards for Hydraulic services

4/22B 4/22C

Outdoor Play Areas HYDRAULIC SERVICES

4/21E 4/22A 4/22A

4/22D 4/22E 4/22F 4/22G 4/22H 4/22I 4/22L 4/22M

ELECTRICAL SERVICES Power: Lighting:

• • • • •

10 x GPO points for general power 3 x GPO points to each room 2 x GPO points for cleaner’s room 1 x Waterproof DGPO per external area Downlights to all FOH spaces

4/22P

4/23A

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Principal Project Requirements

_________________________________ • Batten lighting to store rooms, cleaner’s rooms • Lux levels as per AS & BCA Standards • Feature pendent lights to play area • Dimmable lights As per relevant AS & BCA Standards for Electrical & Energy Services

4/23A 4/23A 4/23B 4/23B

2 x MATV connection point to building wide MATV system 4 x communications/data outlets to communications rooms NTD for fibre optic service Cable TV

4/23C 4/23D 4/23E 4/23F

Monitor to video doorbell to Childcare entry door Swipe Access to main entry doors Lockable doors to meeting rooms, store rooms, offices Intruder alarm system Intercom system CCTV monitoring system

4/23G & 6/1C 4/23G & 6/1C 4/23G & 6/1C 4/23G & 6/1C 4/23G & 6/1C 4/23G & 6/1C

As per relevant AS & BCA Standards for building interiors Acoustic Report Requirements

6/2R

RRC lifts x 2 to be used for carpark access to childcare

4/24C & 4/91H

Aluminium framed glazed partitions to Childcare rooms where supervision is required

4/24D & 4/24E

TELECOMMUNICATIONS/DATA

SECURITY (Provisional Sum)

ACOUSTIC (Provisional Sum) Play rooms, Sleep Rooms, Reception, Office, Program Rooms, Staff Rooms: VERTICAL TRANSPORTATION GLAZING Internal Glazed Partitions FLOORING Generally: Toilets, kitchen, store rooms, cleaner’s room: Children’s Play and Sleep Rooms: Office, program rooms, staff room, Children’s Play and Sleep Rooms: Outdoor Play: Outdoor Store: WALLS Internal Dry Area Walls: Nappy Change and Children’s Bathroom Walls:

Other toilets: Store Room, Cleaners Room & Chute Rooms: Outdoor Store: Internal Columns

• Easy to maintain and clean • Slip rating to be compliant with AS & BCA Standards 300x300mm ceramic tiles Commercial Grade Vinyl with 150mm coved skirting Vinyl over 20mm neoprene underlay

4/25A 4/25B

Carpet Tiles with underlay

4/25C

Synthetic Turf / Soft fall with 20mm underlay 1/3 turf, 1/3 sand pit, 1/3 timber Sealed Concrete

4/25E,4/25F,4/ 25G 4/25D

Painted Plasterboard • Tiled to 1000mm high full height with 600x300mm gloss white tiles with minimal grout joins to 2100mm OR Vinyl up 1000mm up wall • Glazed partition from 1000mm to 2400mm OR as required for visibility by staff. Tiled 600x300mm gloss white tiles with minimal grout joins Unpainted concrete walls Painted finish Unpainted concrete walls Painted finish ‘Tree theme’ e.g. East Village Painted finish

4/26L 4/26C & 4/27F

Painted suspended plasterboard Acoustic Ceiling Sealed Concrete Painted FC ceiling Suspended Aluminium Batten system Unpainted concrete ceiling

4/28A, 6/2R 4/28B

Unpainted concrete ceiling

4/28C

920mm wide x 2400mm high Solid Core MDF doors with metal frame 920mm wide x 2400mm high 0.38mm thick single leaf laminated glazed door including metal frame

4/28K,4/28L, 4/28M 4/28K,4/28L, 4/28M

4/26D 4/26E 4/26F

4/26G Excluded – Allowed for normal paint – 4/27J

CEILINGS Internal Dry Area ceilings: External Area Ceilings: Children’s Rooms: Store Room, Cleaners Room & Chute Rooms: External Store Room Ceilings: DOOR & HARDWARE Amenities, Store Rooms, Cleaners Store, Chute Rooms, Kitchen, Pantry: Play rooms, Sleep Rooms, Reception, Office, Program Rooms, Staff Rooms:

4/28D 4/28C

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Principal Project Requirements Outdoor Store Room:

_________________________________ 1900mm x 2040mm double leaf solid core external fire door including metal frame Automatic glazed sliding door from lobby

4/28K,4/28L, 4/28M 4/29F

Toilets:

• • •

4/29G-4/30L & 6/1K

Accessible WC x 2

Kitchen: (kitchenette included in original allowance)

• • • • • • • • • • •

Laundry:

• • • •

3 6 x WC, 1 2 a top of seat 250mm above FFL 2 4x top of seat 380mm above FFL 3 6x hand basins at children’s max. height not to exceed 600mm 1 x Accessible shower & seat 1 x Accessible basin 1 x Accessible WC with back rest Grab rails as required to comply with AS Standards Grab rails for accessibility for 1 WC for disabled children Hand basin at child's height Hand basin at adult's height Stainless steel bath Commercial grade stainless steel kitchen fit out Hand wash sink located at the entry into the kitchen Double bowl cleaning sink with adequate bench space for loading and unloading of dishwasher trays (say 3-4m long). Single bowl food preparation sink Space for bins for food waste, rubbish and recycling Lockable chemical storage cabinet Large laundry tub including taps

Cleaner’s Room:

•

cleaner’s sink with taps

Staff Toilets

•

TBC – Not shown on plans

FIXTURES (Provisional Sum)

Nappy Change Room

4/29G-4/30L & 6/1K

4/29G-4/30L & 6/1K 4/29G-4/30L & 6/1K

4/29G-4/30L & 6/1K 4/29G-4/30L & 6/1K 4/29G-4/30L & 6/1K

JOINERY (Provisional Sum) Kitchen:

Foyer:

Children’s Rooms:

Kitchenet Large food storage area with open shelves off the floor Open shelf storage area for kitchen appliances Adequate bench space for all food preparation with open shelves under to store kitchen utensils and equipment and some drawers All in stainless steel Laminate Reception Desk

Laminate Shelving 650mm deep Children’s craft benches Pigeon holes are required to accommodate nappies

Outdoor & Indoor Play:

Pigeon holes for indoor and outdoor play areas

Laundry

TBC

4/33A,4/34A & 4/34B & 6/1K

4/33A,4/34A & 4/34B & 6/1K,6/1L 4/33A,4/34A & 4/34B & 6/1K,6/1L 4/33A,4/34A & 4/34B & 6/1K,6/1L 4/33A,4/34A & 4/34B & 6/1K,6/1L 4/33A,4/34A & 4/34B & 6/1K,6/1L

EQUIPMENT (Provisional Sum) Children’s Rooms: Toilets:

Accessible WC:

Staff Change Room: Kitchen:

1x TV, PA / Audio System 1 x microwave 3 x soap dispenser above basins 5 x paper towel dispensers Mirrors at low level 5 x Toilet roll dispensers 1 x soap dispenser above basins 1 x paper towel dispensers 1 x Mirrors at compliant height 1 x Accessible toilet roll dispensers Change Bench 1 x Gas cook top with commercial grade exhaust extract over 1 x Electric fan forced oven 1 x Commercial grade dishwasher 1 x Boiling water unit (integrated with sink) 2 x double door fridges

6/1K & 6/1L 6/1K & 6/1L 6/1K & 6/1L

6/1K & 6/1L

6/1K & 6/1L 6/1K & 6/1L

14 | P a g e

Principal Project Requirements

_________________________________ 1 x double door freezer 1 x microwave 1x pantry

SIGNAGE Statutory signage:

As per relevant AS & BCA Standards

4/34C

Wayfinding signage: (Provisional Sum)

Acrylic panel with vinyl lettering, glue fixed to wall

6/1T

Planter to northern face planted with species approved to be used in a child care centre Shade Umbrellas to outdoor childcare area (Provisional Sum)

4/34E & 7/1D

Tables and chairs, loose furniture and all loose play items Sand pits Fixed play equipment Decorative wall coverings to children’s rooms Signage for business opening hours, logo, etc Graphics & Interpretive display Linens, dinnerware, cutlery, cups and the like All consumables such as toilet paper, paper towel, cleaning detergents and the like.

Excluded Excluded

EXTERNAL & LANDSCAPING

COUNCIL SUPPLIED

Excluded Excluded Excluded Excluded

*Note the design requirements of the Childcare centre needs to be further developed and the requirements from this PPR may alter for compliance. Not all equipment specific to Childcare centre has been listed. This will be later developed and any equipment required are deemed to be part of the provisional sum.

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Principal Project Requirements

_________________________________

1.7 ALLIED HEALTH - AHI (COMMERCIAL COLD WARM SHELL on Level 1 & 2) Total of 3 separate cold warm shells Code

ITEM GENERAL

VPA Cost Plan Bill Ref.

FUNCTIONAL REQUIREMENT The Allied Health spaces will be located together so that the spaces can be combined into a larger tenancy if required. Cold Shell Fitout – No floor, wall or ceiling lining Warm Shell – Plasterboard unpainted Walls & Ceiling tiles. Concrete floor set down only

4/35B, 4/74D

Mechanical Ventilation provision from a central plant to be capped off to each AHI space for fitout by Tenant

4/35E, 4/74G

Potable water supply capped at high level Drainage point capped off for each AHI space Combined water metering Separate water metering

4/35F , 4/74H 4/35F , 4/74H

4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point

4/35B, 4/75B

Electrical Distribution Board provided with single 3-phase as part of Cold Shell 1 x 6 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant

4/36C, 4/75C

4/35C & 4/35D, 4/74E & 4/74F

MECHANICAL SERVICES

HYDRAULIC SERVICES

4/36A , 4/75A

TELECOMMUNICATION/DATA

ELECTRICAL SERVICES

SECURITY Security to shopfront by Tenant To Council's requirements (swipe + abloy)

4/36D

Adhere to acoustic report requirements

6/2R

General lighting to provide safe movement Lighting fitout by Tenant

4/37B

ACOUSTICS LIGHTING

GLAZING 10.38 laminated Low E clear vision framed glazing with powdercoat finish Shopfront with Frameless glass entry doors, glazed pivot door with hardware

4/37C,4/37D & 4/37E

50mm setdown to allow for tenant fitout

4/37F

Internal Partitions fitout by Tenant Plasterboard unpainted Walls

4/37H

Ceiling fitout by Tenant Acoustic Ceiling tiles

4/38A & 6/2R

FLOORING WALLS

CEILINGS

DOOR & HARDWARE Doors & hardware part of glazing only and rear solid door access to BOH Corridor inclusive of leverset, locks, swipe access, door closer, etc

4/38C

FURNITURE, FIXTURES & EQUIPMENT FF&E fitout by Tenant

4/38D Excluded

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Principal Project Requirements

_________________________________

1.8 COMMUNITY SPACE & KITCHEN (FULL FITOUT) Services fitted off to fixtures

Code

ITEM GENERAL

VPA Cost Plan Bill Ref.

FUNCTIONAL REQUIREMENT The proposed Social Enterprise Café and Community Kitchen on Level 1 will be a flexible space used for hospitality café training space, community kitchen cooking classroom, informal meeting spaces, and function spaces.

4/38E

Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout This is to be part of 3000L/s overall KEX for RRC

4/38F

Potable water supply 1 x Sewer and drainage points capped or at agreed locations prior construction Separate water metering 1 x Grease arrestor connection point capped off Trade waste point

4/39A 4/39A

4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point

4/39B

Electrical Distribution Board provided with single 3-phase as part of Cold Shell - for fitout of services by the Tenant warm shell 6 x 20Amp DGPO’s to connect into the fitout 4 x DGPO to connect into the fitout General lighting to provide safe movement Lighting fitout by Tenant

4/39C

MECHANICAL SERVICES

Kitchen: HYDRAULIC SERVICES

4/38F

4/39A 4/39A 4/39A

TELECOMMUNICATION/DATA

4/39B

ELECTRICAL SERVICES

Kitchen Power: Power: Lighting:

4/39C 4/39C N/A

SECURITY (Provisional Sum) Security to shopfront by Tenant Swipe Access + 2 off. 3m wide Roller Shutters with manual override

6/1C

Adhere to acoustic report requirements

6/2R

General lighting to provide safe movement Lighting fitout by Tenant Allow Feature Lighting to match foyer to community space

4/86T

ACOUSTICS (Provisional Sum) LIGHTING

GLAZING / SHOPFRONT 10.38 laminated Low E clear vision framed glazing with powdercoat finish Glazed Shopfront Timber battens at 400mm C/C in front of glazing to create privacy screens. Allow for frosting / banding where required. Full height glazed partitions facing foyer

4/40F,4/40G, 4/40H, 4/40J

FLOORING 30-50mm setdown to allow for tenant fitout Allow tile to go through Cafe area Commercial grade vinyl flooring coved 150mm up wall to kitchen Plasterboard ceiling with lighting. Glass partitions to create open space and encourage connectivity.

4/40A & 4/41B

WALLS Internal Partitions as part of fitout

4/41C

Ceiling fitout by Tenant Feature Ceiling to match Foyer

4/41H

CEILINGS

DOOR & HARDWARE FURNITURE, FIXTURES & EQUIPMENT

Doors & hardware fitout by Tenant (Provisional Sum)

4/41J - Excluded

FF&E fitout by Tenant Provisional Allowance for university style built-in furniture. E.G. Booths/ Loose furniture for informal community use of space.

4/42A 4/42B 6/2J

17 | P a g e

Principal Project Requirements

_________________________________ Stainless steel benches and kitchen appliances, rangehood, etc

1.9 CAFÉ & KITCHEN (WARM SHELL)

Code

ITEM GENERAL

6/2J,6/2N & 6/2P

VPA Cost Plan Bill Ref. FUNCTIONAL REQUIREMENT The proposed Social Enterprise Café and Community Kitchen on Level 1 will be a flexible space used for hospitality café training space, community kitchen cooking classroom, informal meeting spaces, and function spaces.

4/42C

Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout This is to be part of 3000L/s overall KEX for RRC

4/42D

Potable water supply capped at high level 1 x Sewer and drainage points capped off in space Separate water metering 1 x Grease arrestor connection point capped off Trade waste point

4/42E 4/42E 4/42E 4/42E 4/42E

4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point

4/42F

Electrical Distribution Board provided with single phase as part of Cold Shell - for fitout of services by the Tenant 6 x 20Amp DGPO 4 x DGPO General lighting to provide safe movement Lighting fitout by Tenant

4/43A

Swipe Access + 2 off. 3m wide Roller Shutters with manual override

4/43B

Adhere to acoustic report requirements

6/2R

Allow Feature Lighting to match foyer to community space

4/86T

Glazed Shopfront Timber battens at 400mm C/C in front of glazing to create privacy screens. Allow for frosting / banding where required. Serving window for Café Full height glazed partitions facing foyer

4/43D,4/43E ,4/43G,4/43H

Allow tile to go through Cafe area Commercial grade vinyl flooring coved 150mm up wall to kitchen Plasterboard ceiling with lighting. Glass partitions to create open space and encourage connectivity.

4/43J & 4/43K

Feature Walls to match Foyer to café Solid wall construction for food code compliance.

4/43L, 4/44A,4/44B, 4/44C, 4/44D

Feature Ceiling to match Foyer

4/44E & 4/44F

Doors & hardware fitout by Tenant

Excluded

Stainless steel benches and kitchen appliances, rangehood, etc

6/2J,6/2N & 6/2P

MECHANICAL SERVICES

Kitchen: HYDRAULIC SERVICES

4/42D

TELECOMMUNICATION/DATA

4/42F

ELECTRICAL SERVICES

Kitchen Power: Power: Lighting:

4/43A 4/43A

SECURITY ACOUSTICS LIGHTING GLAZING / SHOPFRONT

FLOORING

WALLS

CEILINGS DOOR & HARDWARE FURNITURE, FIXTURES & EQUIPMENT(Provisional Sum)

18 | P a g e

Principal Project Requirements

_________________________________

VPA Cost Plan Bill Ref.

1.10 LOBBY LEVEL 2 (FOYER & AMENITIES) Code

ITEM GENERAL

FUNCTIONAL REQUIREMENT -

MECHANICAL SERVICES • Lobby Area • Amenities • Store Rooms • Cleaners Store

Mechanically ventilated and air conditioned Mechanically ventilated amenities and exhaust and/or fresh air supply

4/44K 4/44K

Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards

4/44K

1 x Data point to each Reception desk 1 x MATV point 1 x Telephone point to Reception desk Wifi throughout for Staff & Public (PSUM) Audio/PA system throughout (for centre announcements)

4/45A 4/45A 4/45A 6/1J N/A

Potable hot & cold-water supply to all taps Non-potable water system for flushing, irrigation and wash down purposes 1 x Cleaner’s tap to cleaner’s store Sanitary plumbing and vent piping systems As per relevant AS & BCA Standards for Plumbing & Drainage

4/45C 4/45C

COMMS/DATA

HYDRAULIC SERVICES

ELECTRICAL SERVICES Power:

Lighting:

Electrical Equipment: (Provisional Sum)

• • • • •

4/45C 4/45C 4/45C

1 x Waterproof DGPO per external area with lock Downlights to all FOH spaces Batten lighting to all BOH spaces Lux levels as per AS & BCA Standards Feature Lighting to lobby + downlights elsewhere per Level 01 • 2x TV screens • PA / Audio System As per relevant AS & BCA Standards for Electrical & Energy Services

4/45D 4/45E

Swipe Access to main entry doors Intruder alarm system Intercom system CCTV monitoring system

4/46A & 6/1C 4/46A & 6/1C 4/46A & 6/1C 4/46A & 6/1C

Adhere to acoustic report requirements

6/2R

10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing

4/10N-4/11D

Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards 1200x600mm ceramic tile with matching coloured grout 300x300mm ceramic tile with matching coloured grout Commercial grade Vinyl coved up 150mm

4/46L 4/46L 4/46L 4/46L

N/A 4/48J 4/48C 4/47K

6/1H

SECURITY (Provisional Sum)

ACOUSTICS GLAZING

FLOORING

Foyer: Amenities:

4/47B & 4/47F

WALLS & PARTITIONS Dry Areas: Wet Areas: Amenities: CEILINGS Lobby:

Dry Areas:

Suspended ceiling system - painted plasterboard Feature Cladding to underside of the mezzanine. Painted plasterboard to U/S of L03/L04 Suspended ceiling system - painted plasterboard

4/49C 4/48P

19 | P a g e

Principal Project Requirements

_________________________________

Wet Areas: DOOR & HARDWARE

Suspended ceiling system - painted moisture resistant plasterboard

4/49A

Generally:

MDF solid core leaf with metal frame, painted finish Full door hardware including: Leverset, lockset, door closers, swipe, etc DDA Compliant hardware where required

4/49D-4/49G

FIXTURES (Provisional Sum) Amenities:

Parents Room: Cleaner’s Room: JOINERY (Provisional Sum) Lobby:

• • • • • • • •

Wall faced toilet suites Hand basin with polished mixer tap Mirror to hand basin area Single roll toilet roll holder to each stall Wall mounted paper towel dispenser Wall mounted soap dispenser Wall mounted Urinals to Male WC DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails • Refer Council standard specification sheet. Note: S/S Sanitary fixtures not required. Proprietary Baby change table to parents room Stainless steel cleaner’s sink with mixer tap

6/1S & 6/2K 6/2K 6/2K

Laminate finish Reception desk 2 x laminate finish reception desks

6/2C

2 x 32-inch TV’s

6/4J

Statutory signage:

As per relevant AS & BCA Standards

4/51C

Wayfinding signage: (Provisional Sum)

Acrylic panel with vinyl lettering, glue fixed to wall

6/1T

Signage for business, opening hours, phone number etc.

Excluded

Reception desk furniture incl desks and chairs

Excluded

Loose furniture incl bins, chairs, tables and the like.

Excluded

Computer and digital equipment for Recreation Centre Operational requirements

Excluded

FURNITURE & EQUIPMENT (Provisional Sum) SIGNAGE

CLIENT SUPPLIED

20 | P a g e

Principal Project Requirements

_________________________________ VPA Cost Plan Bill Ref.

1.11 Health Centre Code

ITEM GENERAL

Entry and Access: (Provisional Sum)

Health Club:

Functions of Studio Spaces:

MECHANICAL SERVICES Health Club, 3 x Studio Spaces, Staff Office (1 staff), Assessment Office (2 staff) Safe room, Amenities, Store Rooms

FUNCTIONAL REQUIREMENT Health Centre facilities include: • Health Club • 3 x Studio Spaces • Covered Outdoor Area / Deck • Staff Office (1 staff) • Assessment Office (2 staff) • Amenities for members accommodating toilets, showers and change area The Staff Control Point 1 within the public foyer will provide the surveillance of the Health Centre entry and main point of contact (2 staff). Entry into the Health Centre will include electronic access control.

4/51F

The Health Club is the main area for individual fitness activities and includes equipment for weights and cardio fitness. The space will be a double height space. • Studio 1: Group Fitness Classes for resistance, cardio, flexibility, inte rval, dance and specialist training. The space will include a raised stage area for the instructor. • Studio 2: Spin bicycles and requires a raised podium for the instructor. • Studio 3: Quiet fitness activities, such as pilates and yoga. *All studio spaces will generally be double height spaces.

4/52B

Mechanically ventilated and air conditioned

4/52D

Mechanically ventilated amenities and exhaust and/or fresh air supply As per relevant AS & BCA Standards for Mechanical services

4/52E

Potable hot & cold water supply to all taps Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems Separate water metering

4/52F 4/52F 4/52F 4/52F

4 x Data points, cabled back to Comms room 2 x MATV point Wifi throughout

4/53A 4/53A 4/53B , 6/1J

4/52A

4/52C

HYDRAULIC SERVICES TO AMENITIES

TELECOMMUNICATIONS/DATA

ELECTRICAL SERVICES Power: Lighting:

Numbers to match requirements on plans and design brief (this takes precedence over PPR for cost plan purposes) • Waterproof 1 x DGPO to Outdoor Deck • 6 x DGPO’s for general power • Power to all equipment (QTY TBA) • Downlights to all spaces • Lux levels as per AS & BCA Standards • 2 x MATV connection points As per relevant AS & BCA Standards for Electrical & Energy Services

4/53C, 6/1D 4/53D, 6/1D 6/1D

SECURITY (Provisional Sum) Monitor to video doorbell to Health Club entry door Swipe Access to main entry door Lockable doors to offices, assessment office, store rooms and safe room Intruder alarm system CCTV monitoring system Security barriers with swipe access x 2 Security to match remainder of building

4/53F & 6/1C 4/53F & 6/1C 4/53F & 6/1C 4/53F & 6/1C 4/53F & 6/1C 4/53F & 6/1C

Health Club, Group Fitness, Cycle Room & Health & Wellness: Operable walls to be acoustically rated Adhere to acoustic report requirements

6/2R

10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing

4/54B-54D

ACOUSTICS

GLAZING

21 | P a g e

Principal Project Requirements

_________________________________

FLOORING Assessment Room & Office: Health Club & Cycle Room: Group Fitness: Store: Wet Areas:

Carpet Tiles Rubber Flooring. Thicker rubber flooring may be required in the free weights area. Sprung Timber Floor Rubber floor Sealed Concrete 300x300mm ceramic tiles Commercial Vinyl with 150mm coved skirting Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards

4/54F & 4/54K 4/54F & 4/54K 4/54H & 4/54H 4/54J & 4/54M 4/54J & 4/54M 4/54J & 4/54M 4/54J & 4/54M

WALLS Dry Area: Wet Area:

Painted Plasterboard / Acoustic operable walls Tiled with 600x300mm gloss white tiles with minimal grout joins Acoustic operable walls Mirrors to studio and weights area

4/55K, 6/2R 4/55L 4/55H, 6/2R 4/56A

Suspended plasterboard system, painted

4/56B-4/56E

• MDF solid core leaf with aluminum frame, painted finish • Fire rated where required HMR toilet partitions with locks DDA Compliant hardware where required

4/56F

CEILINGS DOOR & HARDWARE Generally: Toilets:

4/55G 4/56K

FIXTURES (Provisional Sum) Sanitary Fixtures:

• • • • • • • • •

Wall faced toilet suites Hand basin with polished mixer tap Mirror to Hand basin area Toilet roll holder to each stall Wall mounted paper towel dispenser Wall mounted soap dispenser Urinals to Male WC Waste disposal area DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails Lockers & Pigeon Holes (66% lockers)

4/57B4/57Q, 6/1M

Laminate benchtop and joinery reception desk

4/58A-4/58D & 6/1M

4/57B4/57Q, 6/1M

JOINERY (Provisional Sum)

EQUIPMENT • •

Defribulator Health Centre equipment (Provisional Sum)

4/58E, 4/58F & 6/1M

SIGNAGE Statutory Signage by Main Contractor

4/58G

Timber decking to outdoor deck area

4/58H & 4/58J, 6/1M

LANDSCAPING

CLIENT SUPPLIED • • •

Loose furniture items Signage for business, opening hours, phone number etc. Health Centre Equipment eg. Treadmills, free weights, weight racks, cable machines and the like.

6/1M

22 | P a g e

Principal Project Requirements

_________________________________

1.12 SPORTS HALL

Code

ITEM GENERAL

VPA Cost Plan Bill Ref. FUNCTIONAL REQUIREMENT The Sports Hall will be used for sports training and local sporting competition. The Sports Hall will occasionally be hired out for larger community events and sporting competitions. For example, the Five Dock Leisure Centre accommodates events such as a Kids Market, Jiu Jitsu Sports Competition and Indoor Rowing Competition. The Sports Hall is to be sized for 2 x netball courts meeting the requirements of the International Netball Federation – Rules of Netball and Netball Australia: • Court size 30.5m x 15.25m with 3.05 clear over run space all around. • Clear height of 8.3m. • Lines are 50mm wide • The Sports Hall will be line marked for: o Netball o Basketball o Futsal o Badminton

4/59A

The following facilities to be included: • Toilets, showers, change area and lockers. • Sports court net to include clear sections to allow structural columns to be viewed. • Mezzanine to accommodate 50 spectators per sports court (100 total) – 1200mm high impact resistant glass balustrade to mezzanine looking over courts. Pending further development to this item • Store required for the sports courts equal to the existing (approx. 5m x 30m) • Staff Office / First Aid Room shared with the Sports Hall, with space for bed, sink, first aid kit, ice machine and desk space. Walls behind the Futsal goal areas will need to be solid masonry up to 2.4m high. Large door openings will be provided at the northern end to allow the halls to open out onto the foyer space when used for larger events, but locked at other times. MECHANICAL SERVICES First Aid Room: Courts and store rooms:

Mechanically ventilated, air conditioned Mechanically ventilated by means of exhaust and/or fresh air supply Air conditioned *Note this will likely trigger upgrade of the substation due to exceeding maximum demand to the overall development. Section J will be impacted also. Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards

4/60B 4/60C

TELECOMMUNICATIONS/DATA • •

Allow for Audio / PA system throughout centre for announcements (all of Level 2 + Mezzanine) Wifi throughout

4/60E,6/1E, 6/1J

HYDRAULIC SERVICES N/A ELECTRICAL SERVICES Power: Lighting: Electrical Equipment: (Provisional Sum)

• 8 x DGPO for general power • 2 x MATV points • High bay lights to Multi court • General lighting to all FOH spaces • Batten lighting to store rooms Electronic scoring boards

4/60G 4/60H

4/60J

23 | P a g e

Principal Project Requirements

_________________________________

SECURITY (Provisional Sum) Access into the Sports Hall will be controlled from the Staff Control Points. Staff from these areas will have the ability to unlock access doors into the sports hall from a button control Swipe Access to main entry doors Lockable store rooms and first aid rooms Intruder alarm system Intercom system CCTV monitoring system Centralised Security Control Room

4/61A

Adhere to acoustic report requirements

4/61A,4/61B, 6/2R

10.38 laminated Low E clear vision framed glazing with powdercoat finish Design to maximize use of natural lighting

4/61D

Store Rooms:

Sealed Concrete

Multi Court: WALLS

Sprung Timber flooring

4/61E,4/61F, 4/61H,4/61J, 4/62A 4/61G

Multi Court:

Gyprock lining to masonry perimeter walls Acoustic wall panel. Mezz-Soffit external walls to be lightweight walls with acoustic treatment Full-height dividing retractable net separating two courts. Set from mezzanine to U/S L03/L04.

4/61A 4/61A 4/61A 4/61A 4/61A 4/61A

ACOUSTICS Multi Court:

GLAZING

FLOORING

4/62B-4/62H & 6/2R

CEILINGS Multi Court:

Painted concrete soffit Acoustic Ceiling

4/62K, 6/2R

DOOR & HARDWARE Solid MDF Doors 2400mm high – painted All hardware + security access, etc Entry doors to Sports Hall to be 3m wide sliding glazed doors

4/63A-4/63D

All columns and obstructions within the space will require safety padding

6/1N

Spectator bench seating - TBC

4/63F, 4/63G, 4/63H

PA / Audio System Electronic scoreboard per court.

6/1E 6/1N

Statutory Signage by Main Contractor

4/64B

Loose Furniture

Excluded

Operator to provide business signage.

Excluded

FIXTURES JOINERY (Provisional Sum)

FURNITURE & EQUIPMENT (Provisional Sum)

SIGNAGE CLIENT SUPPLIED

24 | P a g e

Principal Project Requirements

_________________________________

VPA Cost Plan Bill Ref.

1.13 GYMNASTICS CENTRE Code

ITEM GENERAL

FUNCTIONAL REQUIREMENT The Gymnastics Centre is designed to accommodate the following gymnastics functions and equipment: • 2 x Horizontal Bar 4m x 5.5m (2 x 22m2) • Trampoline 7m x 9m (77m2) • Wall Hung Bars 7m wide • Sprung Floor Minimum 6m x 6m (36 m2) • Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end • 4.5m wide x 6.0m long (27m2) • Balance Beams

4/64D

Spectator viewing will be accommodated on the mezzanine viewing area with netting around the Sport Courts and Gymnastics Centre. MECHANICAL SERVICES All internal spaces may be mechanically ventilated, air conditioned and controlled from a central BMS Mechanically ventilated by means of exhaust and/or fresh air supply Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards Integrate natural ventilation into mechanical system to allow a hybrid mode of operation where possible, integrated with BMS

4/64E

2 x Comms/Data points 2 x MATV connection points Wifi throughout

4/65A, 6/1F 4/65A, 6/1F 6/1F,6/1J

Potable hot & cold water supply to all taps

4/65C

Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems

4/65C

• 6 x DGPO points for general power • 2 x GPO for cleaner’s room • 1 x Waterproof DGPO per external area • Downlights to all spaces • Lux levels as per AS & BCA Standards • Linear light fittings As per relevant AS & BCA Standards for Electrical & Energy Services

4/65D, 6/1F

Adhere to acoustic report requirements

4/65F, 4/65G, 6/2R

Swipe Access to Entry Door Security requirements to match remainder of facility Lockable office door, and first aid room Access to First Aid Room

4/65H

10.38 laminated Low E clear vision framed glazing with powdercoat finish Vision glazing required from Creche office

4/65J 4/65K

Office:

Carpet Tiles

Store:

Sealed Concrete

Gym:

Sprung timber flooring & foam floor matting 100mm thick foam floor matting

4/66A & 4/66D 4/66B & 4/66E 4/66C & 4/66K

4/64E 4/64E 4/64E

TELECOMMUNICATIONS/DATA

HYDRAULIC SERVICES TO AMENITIES

4/65C

ELECTRICAL SERVICES Power:

Lighting:

4/65E, 6/1F

ACOUSTICS

SECURITY (Provisional Sum)

4/65H 4/65H

GLAZING

FLOORING

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Principal Project Requirements

_________________________________

WALLS Dry Areas: Wet Areas:

Painted Plasterboard Tiled to 1000mm full high with 600x300mm gloss white tiles with minimal grout joins Full height tiling

4/66N 4/66P & 4/67C

Suspended painted plasterboard Exposed concrete soffit

4/67D,4/67F Included

Lockable door Double glazed doors x2 with full hardware, door closer, security swipe and push to exit buttons.

4/67J-4/68D 4/65K

All columns and obstructions within the space will require safety padding. Shared with the Sports Hall, with space for: • Bed • Sink • First aid kit • Ice machine • Desk space

4/68E 4/68F-4/69D, 6/1Q, 6/2C

Deep cupboard laminate storage

4/69E, 6/1P, 6/1Q

PA / Audio System • 2 x Horizontal Bar 4m x 5.5m (2 x 22m2) • Trampoline 7m x 9m (77m2) • Wall Hung Bars 7m wide • Sprung Floor Minimum 6m x 6m (36 m2) • Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end • 4.5m wide x 6.0m long (27m2) • Balance Beams

4/69F, 6/1F 4/69G, 6/1P, 6/1Q

Statutory Signage by Main Contractor

4/69H

CEILINGS Office: Store: DOOR & HARDWARE

FIXTURES (Provisional Sum) Staff Office / First Aid Room

JOINERY (Provisional Sum) Gymnastics Storage: FURNITURE & EQUIPMENT (Provisional Sum)

SIGNAGE CLIENT SUPPLIED • • •

Loose furniture items Desktop computer Printer Work station • 3 x drawer filing cabinet • 1 x round table for four people 4 x easy chairs • Storage cupboard Bookshelf • 2 x Horizontal Bar 4m x 5.5m (2 x 22m2) • Trampoline 7m x 9m (77m2) • Wall Hung Bars 7m wide • Sprung Floor Minimum 6m x 6m (36 m2) • Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end • 4.5m wide x 6.0m long (27m2) • Balance Beams Operator to provide business signage.

Excluded

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Principal Project Requirements

_________________________________

VPA Cost Plan Bill Ref.

1.14 OCCASIONAL CARE (CRECHE) Code

ITEM

FUNCTIONAL REQUIREMENT A small Creche will be provided for minding of children up to 8 years of age for parents whilst they are using the community and recreational facilities. The Creche will include: • Indoor Play Area • Staff Office • Kitchenette • Store • Children’s Toilet • Covered Outdoor Play Area / Deck

MECHANICAL VENTILATION SYSTEMS Creche, Office & Kitchen:

4/70C

Wifi throughout

6/1J

1 x Outdoor Tap to Outdoor Deck

4/71B

Potable hot & cold water supply to all taps

4/71B

Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems

4/71B

• 6 x DGPO points for general power • 2 x GPO for cleaner’s room • 1 x Waterproof DGPO per external area • Recessed downlights to all spaces • Ensure IP rating compliance to each area • Lux levels as per AS & BCA Standards As per relevant AS & BCA Standards for Electrical & Energy Services

4/71C

Adhere to acoustic report requirements

4/71E, 4/71F, 6/2R

Electronic Security Door

4/71G

10.38 laminated Low E clear vision framed glazing with powdercoat finish

4/72A, 4/72B

Creche:

Carpet tiles with underlay

Store:

Sealed Concrete

4/72C & 4/72E 4/72D & 4/72F

Amenities: Outdoor Deck: WALLS

Commercial Vinyl with 150mm coved skirting Timber Decking or Modwood

Dry Areas: Wet Areas:

Painted Plasterboard Tiled to 1000mm high Full height twith 600x300mm gloss white tiles with minimal grout joins Exposed masonry finish Painted finish ‘Tree theme’ Standard Painting

4/73A 4/72J

Creche:

Suspended painted plasterboard

Store: Outdoor Deck:

Exposed concrete ceiling Painted FC

4/73C & 4/73E 4/73D 4/73F

4/70C 4/70C

TELECOMMUNICATIONS/DATA HYDRAULIC SERVICES

4/71B

ELECTRICAL SERVICES Power:

Lighting:

4/71D

ACOUSTICS

SECURITY (Provisional Sum) GLAZING FLOORING

Store: Internal Columns CEILINGS

4/72H

4/72K 4/73B

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Principal Project Requirements

_________________________________

DOOR & HARDWARE Outdoor Deck: FIXTURES (Provisional Sum) Staff Office

Lockable door with vision panel Operable solid wall that can be opened /closed as required.

4/73J-4/73L 4/73H

Shared with the Sports Hall, with space for: • First aid kit

4/73M, 6/1Q

Deep cupboard laminate storage

4/73N, 6/1Q

PA / Audio System

4/74A, 6/1Q

Statutory Signage by Main Contractor

4/74B

JOINERY (Provisional Sum) Gymnastics Storage: FURNITURE & EQUIPMENT (Provisional Sum) SIGNAGE CLIENT SUPPLIED • • • •

Office furniture Loose furniture items Desktop computer Printer Work station • 3 x drawer filing cabinet • 1 x round table for four people 4 x easy chairs • Storage cupboard Bookshelf Operator to provide business signage.

Excluded

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Principal Project Requirements

_________________________________

1.15 CAFÉ (COLD SHELL)

Code

ITEM GENERAL

VPA Cost Plan Bill Ref. FUNCTIONAL REQUIREMENT The proposed Café on Level 2 will be a flexible space used for a hospitality café

4/77A

Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout

4/77B

Potable water supply capped at high level 1 x Sewer and drainage points capped off in space Separate water metering 1 x Grease arrestor connection point capped off Trade waste point

4/77C 4/77C 4/77C 4/77C

4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point

4/77D

4/77E

Security to shopfront by Tenant

4/78A

Adhere to acoustic report requirements

4/78B

General lighting to provide safe movement Lighting fitout by Tenant

4/78D

Glazed Shopfront facing foyer

4/78E

30-50mm setdown to allow for tenant fitout

4/78J

Painting to walls only

4/78K

Ceiling fitout by Tenant

4/79A

Doors & hardware fitout by Tenant

4/79B

FF&E fitout by Tenant

4/79C

MECHANICAL SERVICES

HYDRAULIC SERVICES

TELECOMMUNICATION/DATA

ELECTRICAL SERVICES

Kitchen Power: Power: Lighting:

4/77E 4/77E 4/77E

SECURITY ACOUSTICS LIGHTING

GLAZING / SHOPFRONT FLOORING WALLS CEILINGS DOOR & HARDWARE FURNITURE, FIXTURES & EQUIPMENT

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Principal Project Requirements

_________________________________

1.16 LEVEL 2 MEZZANINE Code

ITEM GENERAL

FUNCTIONAL REQUIREMENT -

MECHANICAL SERVICES • Lobby Area • Staff Lunch • Managers Office • Office • Staff Meeting Room • Amenities • Store Rooms • Cleaners Store

Mechanically ventilated and air conditioned or fresh air supply

4/79E

Mechanically ventilated amenities and exhaust and/or fresh air supply

4/79F

Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards

4/79F

1 x Data point to each desk 1 x MATV point 1 x Telephone point to all offices & meeting rooms Wifi throughout for Staff & Public Audio/PA system throughout (for centre announcements)

4/80A 4/80A 4/80A 6/1J

4/80B 4/80B

• 15 x DGPO total throughout Offices • 5 x DGPO throughout other areas • Downlights to all FOH spaces • Batten lighting to all BOH spaces • Lux levels as per AS & BCA Standards • Feature Lighting to lobby + downlights elsewhere • 2x TV screens • PA / Audio System As per relevant AS & BCA Standards for Electrical & Energy Services

4/80C

Swipe Access to main entry doors Intruder alarm system Intercom system CCTV monitoring system

6/1C 6/1C 6/1C 6/1C

Adhere to acoustic report requirements

6/2R

10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing

4/81D-4/81G

COMMS/DATA

HYDRAULIC SERVICES

4/80B 4/80B 4/80B

ELECTRICAL SERVICES Power:

Lighting: Electrical Equipment: (Provisional Sum)

4/80D

6/1H

SECURITY (Provisional Sum)

ACOUSTICS(Provisional Sum) GLAZING

FLOORING

Foyer: Amenities:

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Principal Project Requirements

_________________________________ Commercial grade Vinyl coved up 150mm

WALLS & PARTITIONS Dry Areas: Wet Areas: Amenities: Spectator Area (facing courts): Spectator Area (facing lobby): CEILINGS Lobby:

Dry Areas: Wet Areas:

Painted plasterboard with insulation as required Allow for 50% of walls to be timber veneer wall panelling 600x300mm gloss white tiles wall tiling HMR toilet partitions – incl coat hook and lock Compact laminate as per CBC specification 1200mm High Impact resistant glass balustrade with netting above Solid Lightweight Wall with acoustic treatment

Excluded

Suspended ceiling system - painted plasterboard Feature Cladding to underside of the mezzanine. Painted plasterboard to U/S of L03/L04 Suspended ceiling system - painted plasterboard Suspended ceiling system - painted moisture resistant plasterboard

4/49C

MDF solid core leaf with metal frame, painted finish Full door hardware including: Leverset, lockset, door closers, swipe, etc DDA Compliant hardware where required

4/83H-4/83K

Excluded Excluded 4/81G 6/2R

4/83E 4/83F

DOOR & HARDWARE Generally:

FIXTURES (Provisional Sum) Amenities:

Cleaner’s Room: JOINERY (Provisional Sum) Lobby: FURNITURE & EQUIPMENT (Provisional Sum) SIGNAGE Statutory signage: Wayfinding signage: (Provisional Sum) CLIENT SUPPLIED

• • • • • • • •

6/1S

Nil

2 x 32-inch TV’s

6/2C

As per relevant AS & BCA Standards

4/84D

Acrylic panel with vinyl lettering, glue fixed to wall

6/1T

Signage for business, opening hours, phone number etc. Desk furniture incl desks and chairs Loose furniture incl bins, chairs, tables and the like.

Excluded Excluded Excluded

Computer and digital equipment for Recreation Centre Operational requirements

Excluded

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Principal Project Requirements

_________________________________

Documents SJB Architectural Drawings – Current layout incorporating TKD layouts and services spatials/comments issued as of 20.03.2020: • 4440-0204[53] – Basement 06 • 4440-0205[53] – Basement 05 • 4440-0206[53] – Basement 04 • 4440-0207[53] – Basement 03 • 4440-0208[53] – Basement 02 • 4440-0209[53] – Basement 01 • 4440-0210[53] – Level 01 • 4440-0211[53] – Level 02 • 4440-0211M[53] – Level 02 Mezzanine • 4440-0212[53] – Level 03 • 4440-0213[53] – Level 04 • 4440-0501[53] – Elevation – North • 4440-0502[53] – Elevation – South • 4440-0503[53] – Elevation – East • 4440-0504[53] – Elevation – West Structural Drawings for foundation, basement to Level 04 • 19072-S01.011[1]-SHORING LOADING DIAGRAM • 19072-S01.021[1]-TYPICAL SITE RETENTION DETAILS • 19072-S01.100[1]-BULK EXCAVATION PLAN • 19072-S01.101[03]-SITE RETENTION PLAN • 19072-S01.111[02]-SHORING WALL SW1 ELEVATION • 19072-S01.112[02]-SHORING WALL SW2 ELEVATION • 19072-S01.113[02]-SHORING WALL SW3 ELEVATION • 19072-S01.114[02]-SHORING WALL SW4 ELEVATION • 19072-S02.010[P02]-FOUNDATION PLAN • 19072-S02.015[P02]-FOUNDATION DETAILS • 19072-S02.040[P06]-BASEMENT LEVEL 06 FLOOR PLAN • 19072-S02.050[P04]-BASEMENT LEVEL 05 FLOOR PLAN • 19072-S02.060[P04]-BASEMENT LEVEL 04 FLOOR PLAN • 19072-S02.070[P04]-BASEMENT LEVEL 03 FLOOR PLAN • 19072-S02.080[P04]-BASEMENT LEVEL 02 FLOOR PLAN • 19072-S02.090[P04]-BASEMENT LEVEL 01 FLOOR PLAN • 19072-S02.100[P04]-LEVEL 01 FLOOR PLAN • 19072-S02.110[P04]-LEVEL 02 FLOOR PLAN • 19072-S02.111[P02]-LEVEL 02 MEZZANINE FLOOR PLAN • 19072-S02.120[P04]-LEVEL 03 FLOOR PLAN • 19072-S02.130[P04]-LEVEL 04 FLOOR PLAN Services Return Brief • 2020_02_26 Hyd Return Brief Draft • 2020_03_13 RC STG 2 - Electrical Return Brief Draft • 2020_03_13 RC STG 2 Mechanical Return Brief Draft • 2020_03_13 RC STG 2 Wet Fire Return Brief Draft Additional Documents • ABC – 34 Walker Street Level 1 Egress Stair over Site 3 • ABC – Peer Review of Mott McDonald Response including DA Tower Scheme Columns Schedule • Structural Reinforcement Ratios – DA Scheme PPR • Rhodes Recreational Centre PPR_REV. C (Referencing back to BB Cost Plan) Cost Plans • Final BB Cost Plan – Referencing back to PPR Rev C. • Final BB & Mitchell Brandtman Cost Plan (Side by Side)

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Principal Project Requirements

_________________________________

Rhodes Recreation & Community Centre Principal’s Project Requirements Stage 2, - Rhodes Station Precinct

Rev: B Date: February 2020 Principal/Client: Canada Bay Council Developer: Walker Street Development P/L Comments: TKD & CBC

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Principal Project Requirements Rev

_________________________________

Date 24.01.2020

Issue Status DRAFT ISSUE

Author DB

Checked By CK

17.02.20

17.07.20

Issued for Concept Cost Plan Revised to match VPA Concept Cost Plan

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Principal Project Requirements

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Principal Project Requirements

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Principal Project Requirements

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PRINCIPAL OBJECTIVES Code

ITEM AUTHORITIES AND STANDARDS

Monitoring & Operation points:

FIRE SERVICES • • • • • • •

Automatic fire sprinkler protection. Smoke Detection Alarm Fire Hydrants Fire Hose Reels Fire Extinguishers EWIS & Building Occupant Warning System (mimic to overall development)

ELECTRICAL SERVICES

Lighting:

Communications

EMERGENCY SERVICES Emergency escape lighting and exit signs to be provided throughout the building to comply with AS and BCA Standards, and statutory requirements.

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Principal Project Requirements VERTICAL TRANSPORT Passenger Lift: (Kone Monospace N)

Goods Lift:

BMS: ESD Generally, conform to the requirements under the VPA for ESD initiatives.

_________________________________

• • • • • •

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Principal Project Requirements

_________________________________

1.3 EXTERNAL WORKS & FACADE

Code

ITEM GLAZING

VPA Cost Plan Bill Ref.

FUNCTIONAL REQUIREMENT Low E clear vision framed glazing with powdercoat finish

4/10N-4/11D

Non-combustible cladding only Aluminium louvre screen to Level 3 Plant screening

4/10G-4/10M 4/11E-4/11J & 4/11N-4/12B 4/11K-4/11M

FACADE CLADDING

4/11E-4/11J & 4/11N-4/12B

CONCRETE FINISH Precast Concrete with painted finish to North & South elevations Precast Concrete Fins with exposed aggregate and painted finish (or approved alternative to Feature Fins)

4/9J - 4/9M 4/10A-4/10F

HARD LANDSCAPING •

Paving:

Asphalt: Metalwork: (Provisional Sum) Fencing:

7/1B & 7/1E

Soft Landscaping to include trees, shrubs and groundcovers as per Stamped Landscape DA Documentation along Gauthrope Street including to planter boxes

7/1A

7/1B 6/2M 7/1C 7/1D 7/1D

SOFT LANDSCAPING

SIGNAGE (Provisional Sum)

6/1U & 6/2A

6/1U & 6/2A 6/1U & 6/2A 6/1U & 6/2A 6/1T 6/1U & 6/2A

PUBLIC ART Public Art/Sculpture

6/2N – Excluded from Cost Plan

CLIENT SUPPLIED TBA

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Principal Project Requirements

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VPA Cost Plan Bill Ref.

1.4 BASEMENT/PLANT ROOM/ BOH Code

ITEM GENERAL

FUNCTIONAL REQUIREMENT Basement is a shared facility between the Residential Buildings and the Recreation Centre.

LOADING DOCK Clearance Height:

Waste Room:

Nappy Waste Room: Store Room: Delivery Bay: Turn table: Shared Dock Manager:

Varies

2/10M & 3/15E

2/10M & 3/15E 2/10M & 3/15E 3/15E 2/10N

PLANT ROOM Plant is to be located on Level 3 to house all services plant for the Recreation Centre Adequate batten lighting

2/10A-2/10L

Shared supply & exhaust risers with fan & plant on each level.

2/10F & 2/10G, 3/14L & 3/14M 2/10P

2/10A-2/10L

MECHANICAL VENTILATION SYSTEMS

Dock Manager:

Mechanical ventilation – no A/C A/C to be installed

TELECOMMUNICATIONS/DATA Dock Manager:

• • •

1 x Data point 1 X DGPO 3 x DGPO

2/10Q

HYDRAULIC SERVICES Hose cocks to each garbage holding rooms.

2/10A & 2/10B, 3/14G & 3/14H

ELECTRICAL SERVICES • • • •

Lighting: Lift Lobby:

General Batten lighting Lux levels as per AS & BCA Standards Downlights in to Plasterboard Ceiling As per relevant AS & BCA Standards for Electrical & Energy Services

2/10D & 2/10E, 3/14J & 3/14K 2/11A 2/10D & 2/10E, 3/14J & 3/14K

ACOUSTICS (Provisional Sum) -

6/2R

Boom gate to Car Park Entry Ramp – both exit and entry Ticketing machine and payment station locations TBA. CCTV & Electronic security access

6/1A

N/A

2/8G – 2/8J & 3/12J, 3/12K 2/8K – 2/9C & 3/13H – 3/13M

SECURITY (Provisional Sum) Carpark Management System:

6/1B & 6/1C

GLAZING FLOORING

Line marking 75mm wide to:

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Principal Project Requirements

Lift Lobby: WALLS

Dock Manager:

Lift Lobby:

•

Blockwork walls (or approved alternative)

•

Glazed partition/window facing turn table

• •

Render and Paint to Lift Core Walls All columns to be painted full height

2/9D & 2/9E

Note 2/7M, 2/7N, 3/12J & 3/12K 2/7M, 2/7N, 3/12J & 3/12K Allowed Blockwork 2/11C 2/11D

CEILINGS Class 3 exposed Concrete - not painted Exposed services not painted Suspended plasterboard ceiling Suspended plasterboard ceiling

Note Note 2/11E 2/11E

Solid core fire rated doors as required 2 x Manual roller shutter 5.2m high between Turn Table & Drive-In Manual Motorised roller shutter approx. 7.6 x 5.2m high between Turn Table & RCC Delivery

2/8D,8E,8F 3/13B 3/13A

Dock Manager: METALWORK

Single glazed hinged door with aluminium framing

3/13D

Bollards: Bicycle Racks: Fire Stairs: WALL PROTECTION

Galvanised Steel Bollard, powdercoated yellow where required Galvanised bike rack for 21 bikes in Basement Galvanised metal handrails to fire stairs as per AS & BCA standards

2/9G & 2/9H 2/9F 2/9J

Corner Guards: Pipe Guards: FURNITURE & EQUIPMENT

Recycled Rubber Corner Guards to columns within vehicle path Galvanised Pipe Guards

2/9J 2/9J

Excluded

Statutory Signage as required Wayfinding signage (non-illuminated)

2/9M & 3/14A 2/9N,2/9P, 3/14B, 6/1T

Size to suit demand of commercial kitchen use. Only 1 room allocated on B1

2/10C

Excluded

Dock Manager: Lift Lobby: DOOR & HARDWARE

SIGNAGE (Provisional Sum) GREASE ARRESTOR

CLIENT SUPPLIED

Excluded Excluded Excluded

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Principal Project Requirements

_________________________________

1.5 LOBBY LEVEL 1 Full fit out (FOYER & AMENITIES) Code

ITEM GENERAL

MECHANICAL SERVICES • Lobby Area • Amenities • Store Rooms • Cleaners Store • Comms Room

VPA Cost Plan Bill Ref.

4/12C

Mechanically ventilated and air conditioned and/or fresh air supply Mechanically ventilated amenities and exhaust and/or fresh air supply

4/12D 4/12E-4/12J & 4/90A

6/1J N/A – Confirmed by Andrei CBC 30/6/2020

4/13C 4/13D 4/13E 4/13F 4/13G 4/13H

ELECTRICAL SERVICES Power:

Lighting:

Electrical Equipment: (Provisional Sum)

• • • • • • •

4/13J 4/14C 4/14D 4/13K 4/13L 4/13M 4/14E

• 2x TV screens • PA / Audio System As per relevant AS & BCA Standards for Electrical Services

6/1G

6/1C

As per relevant AS & BCA Standards for project requirements For occupant comfort/absorption Acoustic Report Requirements to be developed.

6/2R 6/2R

SECURITY (Provisional Sum)

6/1C

6/1C 6/1C

ACOUSTICS

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Principal Project Requirements

_________________________________

GLAZING

Stair Balustrade FLOORING

Foyer: Amenities: Stairs:

10.38 laminated Low E clear vision framed glazing with powdercoat finish -Curtain Wall System Frameless glazed balustrade

4/10N-4/11D

4/15D 4/15E 4/15Fs 4/15J

4/17A 4/17G

4/17K,4/18A 4/18E, 6/2R

4/18H & 4/18J 4/18G 4/19B, 4/19C 4/18K

4/15C

4/15H,4/16F 4/16G

WALLS & PARTITIONS Dry Areas:

Wet Areas:

Amenities:

4/16L & 4/17A,4/17B

4/16M 4/16N

CEILINGS Lobby:

Dry Areas: Wet Areas: DOOR & HARDWARE Generally:

4/17L,4/18B 4/17M,4/18C

FIXTURES (Provisional Sum) Amenities:

Parents Room:

Cleaner’s Room: JOINERY (Provisional Sum) Lobby:

• • • • • • • •

4/19D-4/20L & 6/1S

Laminated Reception desk

6/2F

6/1S

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Principal Project Requirements

_________________________________

FURNITURE & EQUIPMENT (Provisional Sum) 2 x 32-inch TV’s

6/1G

Statutory signage:

As per relevant AS & BCA Standards

4/20P

Wayfinding signage: (Provisional Sum)

Acrylic panel with vinyl lettering, glue fixed to wall

4/21A

Signage for business, opening hours, phone number etc.

Excluded

Reception desk furniture incl desks and chairs

Excluded

Loose furniture incl bins, chairs, tables and the like.

Excluded

Computer and digital equipment for Recreation Centre Operational requirements

Excluded

SIGNAGE (Provisional Sum)

CLIENT SUPPLIED

VPA Cost Plan Bill Ref.

1.6 Childcare Centre Full fitout– Level 1* Code

ITEM GENERAL

4/21B

Children’s Facilities • Playroom 1: Ages 0-2 • Playroom 2: Ages 2-3 • Playroom 3: Ages 3-5 • Sleep Areas • Children’s Toilets • Nappy Change • Kitchen • Outdoor Play Space

MECHANICAL SERVICES Airconditioned areas

Play rooms, Sleeping Rooms, Office, Reception, Staff Room

4/21C

Mechanically ventilated areas, exhaust to louvred façade:

Amenities, Store rooms, Cleaners Store, Laundry

4/21D

Kitchen

4/21E

4/22B 4/22C

Outdoor Play Areas HYDRAULIC SERVICES

4/21E 4/22A 4/22A

4/22D 4/22E 4/22F 4/22G 4/22H 4/22I 4/22L 4/22M

ELECTRICAL SERVICES Power: Lighting:

• • • • •

10 x GPO points for general power 3 x GPO points to each room 2 x GPO points for cleaner’s room 1 x Waterproof DGPO per external area Downlights to all FOH spaces

4/22P

4/23A

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Principal Project Requirements

4/23A 4/23A 4/23B 4/23B

2 x MATV connection point to building wide MATV system 4 x communications/data outlets to communications rooms NTD for fibre optic service Cable TV

4/23C 4/23D 4/23E 4/23F

Monitor to video doorbell to Childcare entry door Swipe Access to main entry doors Lockable doors to meeting rooms, store rooms, offices Intruder alarm system Intercom system CCTV monitoring system

4/23G & 6/1C 4/23G & 6/1C 4/23G & 6/1C 4/23G & 6/1C 4/23G & 6/1C 4/23G & 6/1C

As per relevant AS & BCA Standards for building interiors Acoustic Report Requirements

6/2R

RRC lifts x 2 to be used for carpark access to childcare

4/24C & 4/91H

Aluminium framed glazed partitions to Childcare rooms where supervision is required

4/24D & 4/24E

TELECOMMUNICATIONS/DATA

SECURITY (Provisional Sum)

Other toilets: Store Room, Cleaners Room & Chute Rooms: Outdoor Store: Internal Columns

• Easy to maintain and clean • Slip rating to be compliant with AS & BCA Standards 300x300mm ceramic tiles Commercial Grade Vinyl with 150mm coved skirting Vinyl over 20mm neoprene underlay

4/25A 4/25B

Carpet Tiles with underlay

4/25C

Synthetic Turf / Soft fall with 20mm underlay 1/3 turf, 1/3 sand pit, 1/3 timber Sealed Concrete

4/25E,4/25F,4/ 25G 4/25D

4/26L 4/26C & 4/27F

Painted suspended plasterboard Acoustic Ceiling Sealed Concrete Painted FC ceiling Suspended Aluminium Batten system Unpainted concrete ceiling

4/28A, 6/2R 4/28B

Unpainted concrete ceiling

4/28C

920mm wide x 2400mm high Solid Core MDF doors with metal frame 920mm wide x 2400mm high 0.38mm thick single leaf laminated glazed door including metal frame

4/28K,4/28L, 4/28M 4/28K,4/28L, 4/28M

4/26D 4/26E 4/26F

4/26G Excluded – Allowed for normal paint – 4/27J

4/28D 4/28C

13 | P a g e

Principal Project Requirements Outdoor Store Room:

_________________________________ 1900mm x 2040mm double leaf solid core external fire door including metal frame Automatic glazed sliding door from lobby

4/28K,4/28L, 4/28M 4/29F

Toilets:

• • •

4/29G-4/30L & 6/1K

Accessible WC x 2

Kitchen: (kitchenette included in original allowance)

• • • • • • • • • • •

Laundry:

• • • •

Cleaner’s Room:

•

cleaner’s sink with taps

Staff Toilets

•

TBC – Not shown on plans

FIXTURES (Provisional Sum)

Nappy Change Room

4/29G-4/30L & 6/1K

4/29G-4/30L & 6/1K 4/29G-4/30L & 6/1K

4/29G-4/30L & 6/1K 4/29G-4/30L & 6/1K 4/29G-4/30L & 6/1K

JOINERY (Provisional Sum) Kitchen:

Foyer:

Children’s Rooms:

Laminate Shelving 650mm deep Children’s craft benches Pigeon holes are required to accommodate nappies

Outdoor & Indoor Play:

Pigeon holes for indoor and outdoor play areas

Laundry

TBC

4/33A,4/34A & 4/34B & 6/1K

4/33A,4/34A & 4/34B & 6/1K,6/1L 4/33A,4/34A & 4/34B & 6/1K,6/1L 4/33A,4/34A & 4/34B & 6/1K,6/1L 4/33A,4/34A & 4/34B & 6/1K,6/1L 4/33A,4/34A & 4/34B & 6/1K,6/1L

EQUIPMENT (Provisional Sum) Children’s Rooms: Toilets:

Accessible WC:

Staff Change Room: Kitchen:

6/1K & 6/1L 6/1K & 6/1L 6/1K & 6/1L

6/1K & 6/1L

6/1K & 6/1L 6/1K & 6/1L

14 | P a g e

Principal Project Requirements

_________________________________ 1 x double door freezer 1 x microwave 1x pantry

SIGNAGE Statutory signage:

As per relevant AS & BCA Standards

4/34C

Wayfinding signage: (Provisional Sum)

Acrylic panel with vinyl lettering, glue fixed to wall

6/1T

Planter to northern face planted with species approved to be used in a child care centre Shade Umbrellas to outdoor childcare area (Provisional Sum)

4/34E & 7/1D

Excluded Excluded

EXTERNAL & LANDSCAPING

COUNCIL SUPPLIED

Excluded Excluded Excluded Excluded

15 | P a g e

Principal Project Requirements

_________________________________

1.7 ALLIED HEALTH - AHI (COMMERCIAL COLD WARM SHELL on Level 1 & 2) Total of 3 separate cold warm shells Code

ITEM GENERAL

VPA Cost Plan Bill Ref.

4/35B, 4/74D

Mechanical Ventilation provision from a central plant to be capped off to each AHI space for fitout by Tenant

4/35E, 4/74G

Potable water supply capped at high level Drainage point capped off for each AHI space Combined water metering Separate water metering

4/35F , 4/74H 4/35F , 4/74H

4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point

4/35B, 4/75B

Electrical Distribution Board provided with single 3-phase as part of Cold Shell 1 x 6 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant

4/36C, 4/75C

4/35C & 4/35D, 4/74E & 4/74F

MECHANICAL SERVICES

HYDRAULIC SERVICES

4/36A , 4/75A

TELECOMMUNICATION/DATA

ELECTRICAL SERVICES

SECURITY Security to shopfront by Tenant To Council's requirements (swipe + abloy)

4/36D

Adhere to acoustic report requirements

6/2R

General lighting to provide safe movement Lighting fitout by Tenant

4/37B

ACOUSTICS LIGHTING

GLAZING 10.38 laminated Low E clear vision framed glazing with powdercoat finish Shopfront with Frameless glass entry doors, glazed pivot door with hardware

4/37C,4/37D & 4/37E

50mm setdown to allow for tenant fitout

4/37F

Internal Partitions fitout by Tenant Plasterboard unpainted Walls

4/37H

Ceiling fitout by Tenant Acoustic Ceiling tiles

4/38A & 6/2R

FLOORING WALLS

CEILINGS

DOOR & HARDWARE Doors & hardware part of glazing only and rear solid door access to BOH Corridor inclusive of leverset, locks, swipe access, door closer, etc

4/38C

FURNITURE, FIXTURES & EQUIPMENT FF&E fitout by Tenant

4/38D Excluded

16 | P a g e

Principal Project Requirements

_________________________________

1.8 COMMUNITY SPACE & KITCHEN (FULL FITOUT) Services fitted off to fixtures

Code

ITEM GENERAL

VPA Cost Plan Bill Ref.

4/38E

Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout This is to be part of 3000L/s overall KEX for RRC

4/38F

Potable water supply 1 x Sewer and drainage points capped or at agreed locations prior construction Separate water metering 1 x Grease arrestor connection point capped off Trade waste point

4/39A 4/39A

4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point

4/39B

4/39C

MECHANICAL SERVICES

Kitchen: HYDRAULIC SERVICES

4/38F

4/39A 4/39A 4/39A

TELECOMMUNICATION/DATA

4/39B

ELECTRICAL SERVICES

Kitchen Power: Power: Lighting:

4/39C 4/39C N/A

SECURITY (Provisional Sum) Security to shopfront by Tenant Swipe Access + 2 off. 3m wide Roller Shutters with manual override

6/1C

Adhere to acoustic report requirements

6/2R

General lighting to provide safe movement Lighting fitout by Tenant Allow Feature Lighting to match foyer to community space

4/86T

ACOUSTICS (Provisional Sum) LIGHTING

4/40F,4/40G, 4/40H, 4/40J

4/40A & 4/41B

WALLS Internal Partitions as part of fitout

4/41C

Ceiling fitout by Tenant Feature Ceiling to match Foyer

4/41H

CEILINGS

DOOR & HARDWARE FURNITURE, FIXTURES & EQUIPMENT

Doors & hardware fitout by Tenant (Provisional Sum)

4/41J - Excluded

FF&E fitout by Tenant Provisional Allowance for university style built-in furniture. E.G. Booths/ Loose furniture for informal community use of space.

4/42A 4/42B 6/2J

17 | P a g e

Principal Project Requirements

_________________________________ Stainless steel benches and kitchen appliances, rangehood, etc

1.9 CAFÉ & KITCHEN (WARM SHELL)

Code

ITEM GENERAL

6/2J,6/2N & 6/2P

4/42C

Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout This is to be part of 3000L/s overall KEX for RRC

4/42D

Potable water supply capped at high level 1 x Sewer and drainage points capped off in space Separate water metering 1 x Grease arrestor connection point capped off Trade waste point

4/42E 4/42E 4/42E 4/42E 4/42E

4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point

4/42F

4/43A

Swipe Access + 2 off. 3m wide Roller Shutters with manual override

4/43B

Adhere to acoustic report requirements

6/2R

Allow Feature Lighting to match foyer to community space

4/86T

4/43D,4/43E ,4/43G,4/43H

Allow tile to go through Cafe area Commercial grade vinyl flooring coved 150mm up wall to kitchen Plasterboard ceiling with lighting. Glass partitions to create open space and encourage connectivity.

4/43J & 4/43K

Feature Walls to match Foyer to café Solid wall construction for food code compliance.

4/43L, 4/44A,4/44B, 4/44C, 4/44D

Feature Ceiling to match Foyer

4/44E & 4/44F

Doors & hardware fitout by Tenant

Excluded

Stainless steel benches and kitchen appliances, rangehood, etc

6/2J,6/2N & 6/2P

MECHANICAL SERVICES

Kitchen: HYDRAULIC SERVICES

4/42D

TELECOMMUNICATION/DATA

4/42F

ELECTRICAL SERVICES

Kitchen Power: Power: Lighting:

4/43A 4/43A

SECURITY ACOUSTICS LIGHTING GLAZING / SHOPFRONT

FLOORING

WALLS

CEILINGS DOOR & HARDWARE FURNITURE, FIXTURES & EQUIPMENT(Provisional Sum)

18 | P a g e

Principal Project Requirements

_________________________________

VPA Cost Plan Bill Ref.

1.10 LOBBY LEVEL 2 (FOYER & AMENITIES) Code

ITEM GENERAL

FUNCTIONAL REQUIREMENT -

MECHANICAL SERVICES • Lobby Area • Amenities • Store Rooms • Cleaners Store

Mechanically ventilated and air conditioned Mechanically ventilated amenities and exhaust and/or fresh air supply

4/44K 4/44K

Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards

4/44K

1 x Data point to each Reception desk 1 x MATV point 1 x Telephone point to Reception desk Wifi throughout for Staff & Public (PSUM) Audio/PA system throughout (for centre announcements)

4/45A 4/45A 4/45A 6/1J N/A

4/45C 4/45C

COMMS/DATA

HYDRAULIC SERVICES

ELECTRICAL SERVICES Power:

Lighting:

Electrical Equipment: (Provisional Sum)

• • • • •

4/45C 4/45C 4/45C

4/45D 4/45E

Swipe Access to main entry doors Intruder alarm system Intercom system CCTV monitoring system

4/46A & 6/1C 4/46A & 6/1C 4/46A & 6/1C 4/46A & 6/1C

Adhere to acoustic report requirements

6/2R

10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing

4/10N-4/11D

Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards 1200x600mm ceramic tile with matching coloured grout 300x300mm ceramic tile with matching coloured grout Commercial grade Vinyl coved up 150mm

4/46L 4/46L 4/46L 4/46L

N/A 4/48J 4/48C 4/47K

6/1H

SECURITY (Provisional Sum)

ACOUSTICS GLAZING

FLOORING

Foyer: Amenities:

4/47B & 4/47F

WALLS & PARTITIONS Dry Areas: Wet Areas: Amenities: CEILINGS Lobby:

Dry Areas:

Suspended ceiling system - painted plasterboard Feature Cladding to underside of the mezzanine. Painted plasterboard to U/S of L03/L04 Suspended ceiling system - painted plasterboard

4/49C 4/48P

19 | P a g e

Principal Project Requirements

_________________________________

Wet Areas: DOOR & HARDWARE

Suspended ceiling system - painted moisture resistant plasterboard

4/49A

Generally:

MDF solid core leaf with metal frame, painted finish Full door hardware including: Leverset, lockset, door closers, swipe, etc DDA Compliant hardware where required

4/49D-4/49G

FIXTURES (Provisional Sum) Amenities:

Parents Room: Cleaner’s Room: JOINERY (Provisional Sum) Lobby:

• • • • • • • •

6/1S & 6/2K 6/2K 6/2K

Laminate finish Reception desk 2 x laminate finish reception desks

6/2C

2 x 32-inch TV’s

6/4J

Statutory signage:

As per relevant AS & BCA Standards

4/51C

Wayfinding signage: (Provisional Sum)

Acrylic panel with vinyl lettering, glue fixed to wall

6/1T

Signage for business, opening hours, phone number etc.

Excluded

Reception desk furniture incl desks and chairs

Excluded

Loose furniture incl bins, chairs, tables and the like.

Excluded

Computer and digital equipment for Recreation Centre Operational requirements

Excluded

FURNITURE & EQUIPMENT (Provisional Sum) SIGNAGE

CLIENT SUPPLIED

20 | P a g e

Principal Project Requirements

_________________________________ VPA Cost Plan Bill Ref.

1.11 Health Centre Code

ITEM GENERAL

Entry and Access: (Provisional Sum)

Health Club:

Functions of Studio Spaces:

MECHANICAL SERVICES Health Club, 3 x Studio Spaces, Staff Office (1 staff), Assessment Office (2 staff) Safe room, Amenities, Store Rooms

4/51F

4/52B

Mechanically ventilated and air conditioned

4/52D

Mechanically ventilated amenities and exhaust and/or fresh air supply As per relevant AS & BCA Standards for Mechanical services

4/52E

Potable hot & cold water supply to all taps Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems Separate water metering

4/52F 4/52F 4/52F 4/52F

4 x Data points, cabled back to Comms room 2 x MATV point Wifi throughout

4/53A 4/53A 4/53B , 6/1J

4/52A

4/52C

HYDRAULIC SERVICES TO AMENITIES

TELECOMMUNICATIONS/DATA

ELECTRICAL SERVICES Power: Lighting:

4/53C, 6/1D 4/53D, 6/1D 6/1D

4/53F & 6/1C 4/53F & 6/1C 4/53F & 6/1C 4/53F & 6/1C 4/53F & 6/1C 4/53F & 6/1C

Health Club, Group Fitness, Cycle Room & Health & Wellness: Operable walls to be acoustically rated Adhere to acoustic report requirements

6/2R

10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing

4/54B-54D

ACOUSTICS

GLAZING

21 | P a g e

Principal Project Requirements

_________________________________

FLOORING Assessment Room & Office: Health Club & Cycle Room: Group Fitness: Store: Wet Areas:

4/54F & 4/54K 4/54F & 4/54K 4/54H & 4/54H 4/54J & 4/54M 4/54J & 4/54M 4/54J & 4/54M 4/54J & 4/54M

WALLS Dry Area: Wet Area:

Painted Plasterboard / Acoustic operable walls Tiled with 600x300mm gloss white tiles with minimal grout joins Acoustic operable walls Mirrors to studio and weights area

4/55K, 6/2R 4/55L 4/55H, 6/2R 4/56A

Suspended plasterboard system, painted

4/56B-4/56E

• MDF solid core leaf with aluminum frame, painted finish • Fire rated where required HMR toilet partitions with locks DDA Compliant hardware where required

4/56F

CEILINGS DOOR & HARDWARE Generally: Toilets:

4/55G 4/56K

FIXTURES (Provisional Sum) Sanitary Fixtures:

• • • • • • • • •

4/57B4/57Q, 6/1M

Laminate benchtop and joinery reception desk

4/58A-4/58D & 6/1M

4/57B4/57Q, 6/1M

JOINERY (Provisional Sum)

EQUIPMENT • •

Defribulator Health Centre equipment (Provisional Sum)

4/58E, 4/58F & 6/1M

SIGNAGE Statutory Signage by Main Contractor

4/58G

Timber decking to outdoor deck area

4/58H & 4/58J, 6/1M

LANDSCAPING

CLIENT SUPPLIED • • •

Loose furniture items Signage for business, opening hours, phone number etc. Health Centre Equipment eg. Treadmills, free weights, weight racks, cable machines and the like.

6/1M

22 | P a g e

Principal Project Requirements

_________________________________

1.12 SPORTS HALL

Code

ITEM GENERAL

4/59A

4/60B 4/60C

TELECOMMUNICATIONS/DATA • •

Allow for Audio / PA system throughout centre for announcements (all of Level 2 + Mezzanine) Wifi throughout

4/60E,6/1E, 6/1J

HYDRAULIC SERVICES N/A ELECTRICAL SERVICES Power: Lighting: Electrical Equipment: (Provisional Sum)

• 8 x DGPO for general power • 2 x MATV points • High bay lights to Multi court • General lighting to all FOH spaces • Batten lighting to store rooms Electronic scoring boards

4/60G 4/60H

4/60J

23 | P a g e

Principal Project Requirements

_________________________________

4/61A

Adhere to acoustic report requirements

4/61A,4/61B, 6/2R

10.38 laminated Low E clear vision framed glazing with powdercoat finish Design to maximize use of natural lighting

4/61D

Store Rooms:

Sealed Concrete

Multi Court: WALLS

Sprung Timber flooring

4/61E,4/61F, 4/61H,4/61J, 4/62A 4/61G

Multi Court:

4/61A 4/61A 4/61A 4/61A 4/61A 4/61A

ACOUSTICS Multi Court:

GLAZING

FLOORING

4/62B-4/62H & 6/2R

CEILINGS Multi Court:

Painted concrete soffit Acoustic Ceiling

4/62K, 6/2R

DOOR & HARDWARE Solid MDF Doors 2400mm high – painted All hardware + security access, etc Entry doors to Sports Hall to be 3m wide sliding glazed doors

4/63A-4/63D

All columns and obstructions within the space will require safety padding

6/1N

Spectator bench seating - TBC

4/63F, 4/63G, 4/63H

PA / Audio System Electronic scoreboard per court.

6/1E 6/1N

Statutory Signage by Main Contractor

4/64B

Loose Furniture

Excluded

Operator to provide business signage.

Excluded

FIXTURES JOINERY (Provisional Sum)

FURNITURE & EQUIPMENT (Provisional Sum)

SIGNAGE CLIENT SUPPLIED

24 | P a g e

Principal Project Requirements

_________________________________

VPA Cost Plan Bill Ref.

1.13 GYMNASTICS CENTRE Code

ITEM GENERAL

4/64D

4/64E

2 x Comms/Data points 2 x MATV connection points Wifi throughout

4/65A, 6/1F 4/65A, 6/1F 6/1F,6/1J

Potable hot & cold water supply to all taps

4/65C

Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems

4/65C

4/65D, 6/1F

Adhere to acoustic report requirements

4/65F, 4/65G, 6/2R

Swipe Access to Entry Door Security requirements to match remainder of facility Lockable office door, and first aid room Access to First Aid Room

4/65H

10.38 laminated Low E clear vision framed glazing with powdercoat finish Vision glazing required from Creche office

4/65J 4/65K

Office:

Carpet Tiles

Store:

Sealed Concrete

Gym:

Sprung timber flooring & foam floor matting 100mm thick foam floor matting

4/66A & 4/66D 4/66B & 4/66E 4/66C & 4/66K

4/64E 4/64E 4/64E

TELECOMMUNICATIONS/DATA

HYDRAULIC SERVICES TO AMENITIES

4/65C

ELECTRICAL SERVICES Power:

Lighting:

4/65E, 6/1F

ACOUSTICS

SECURITY (Provisional Sum)

4/65H 4/65H

GLAZING

FLOORING

25 | P a g e

Principal Project Requirements

_________________________________

WALLS Dry Areas: Wet Areas:

Painted Plasterboard Tiled to 1000mm full high with 600x300mm gloss white tiles with minimal grout joins Full height tiling

4/66N 4/66P & 4/67C

Suspended painted plasterboard Exposed concrete soffit

4/67D,4/67F Included

Lockable door Double glazed doors x2 with full hardware, door closer, security swipe and push to exit buttons.

4/67J-4/68D 4/65K

All columns and obstructions within the space will require safety padding. Shared with the Sports Hall, with space for: • Bed • Sink • First aid kit • Ice machine • Desk space

4/68E 4/68F-4/69D, 6/1Q, 6/2C

Deep cupboard laminate storage

4/69E, 6/1P, 6/1Q

4/69F, 6/1F 4/69G, 6/1P, 6/1Q

Statutory Signage by Main Contractor

4/69H

CEILINGS Office: Store: DOOR & HARDWARE

FIXTURES (Provisional Sum) Staff Office / First Aid Room

JOINERY (Provisional Sum) Gymnastics Storage: FURNITURE & EQUIPMENT (Provisional Sum)

SIGNAGE CLIENT SUPPLIED • • •

Excluded

26 | P a g e

Principal Project Requirements

_________________________________

VPA Cost Plan Bill Ref.

1.14 OCCASIONAL CARE (CRECHE) Code

ITEM

MECHANICAL VENTILATION SYSTEMS Creche, Office & Kitchen:

4/70C

Wifi throughout

6/1J

1 x Outdoor Tap to Outdoor Deck

4/71B

Potable hot & cold water supply to all taps

4/71B

Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems

4/71B

4/71C

Adhere to acoustic report requirements

4/71E, 4/71F, 6/2R

Electronic Security Door

4/71G

10.38 laminated Low E clear vision framed glazing with powdercoat finish

4/72A, 4/72B

Creche:

Carpet tiles with underlay

Store:

Sealed Concrete

4/72C & 4/72E 4/72D & 4/72F

Amenities: Outdoor Deck: WALLS

Commercial Vinyl with 150mm coved skirting Timber Decking or Modwood

Dry Areas: Wet Areas:

Painted Plasterboard Tiled to 1000mm high Full height twith 600x300mm gloss white tiles with minimal grout joins Exposed masonry finish Painted finish ‘Tree theme’ Standard Painting

4/73A 4/72J

Creche:

Suspended painted plasterboard

Store: Outdoor Deck:

Exposed concrete ceiling Painted FC

4/73C & 4/73E 4/73D 4/73F

4/70C 4/70C

TELECOMMUNICATIONS/DATA HYDRAULIC SERVICES

4/71B

ELECTRICAL SERVICES Power:

Lighting:

4/71D

ACOUSTICS

SECURITY (Provisional Sum) GLAZING FLOORING

Store: Internal Columns CEILINGS

4/72H

4/72K 4/73B

27 | P a g e

Principal Project Requirements

_________________________________

DOOR & HARDWARE Outdoor Deck: FIXTURES (Provisional Sum) Staff Office

Lockable door with vision panel Operable solid wall that can be opened /closed as required.

4/73J-4/73L 4/73H

Shared with the Sports Hall, with space for: • First aid kit

4/73M, 6/1Q

Deep cupboard laminate storage

4/73N, 6/1Q

PA / Audio System

4/74A, 6/1Q

Statutory Signage by Main Contractor

4/74B

JOINERY (Provisional Sum) Gymnastics Storage: FURNITURE & EQUIPMENT (Provisional Sum) SIGNAGE CLIENT SUPPLIED • • • •

Excluded

28 | P a g e

Principal Project Requirements

_________________________________

1.15 CAFÉ (COLD SHELL)

Code

ITEM GENERAL

VPA Cost Plan Bill Ref. FUNCTIONAL REQUIREMENT The proposed Café on Level 2 will be a flexible space used for a hospitality café

4/77A

Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout

4/77B

Potable water supply capped at high level 1 x Sewer and drainage points capped off in space Separate water metering 1 x Grease arrestor connection point capped off Trade waste point

4/77C 4/77C 4/77C 4/77C

4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point

4/77D

4/77E

Security to shopfront by Tenant

4/78A

Adhere to acoustic report requirements

4/78B

General lighting to provide safe movement Lighting fitout by Tenant

4/78D

Glazed Shopfront facing foyer

4/78E

30-50mm setdown to allow for tenant fitout

4/78J

Painting to walls only

4/78K

Ceiling fitout by Tenant

4/79A

Doors & hardware fitout by Tenant

4/79B

FF&E fitout by Tenant

4/79C

MECHANICAL SERVICES

HYDRAULIC SERVICES

TELECOMMUNICATION/DATA

ELECTRICAL SERVICES

Kitchen Power: Power: Lighting:

4/77E 4/77E 4/77E

SECURITY ACOUSTICS LIGHTING

GLAZING / SHOPFRONT FLOORING WALLS CEILINGS DOOR & HARDWARE FURNITURE, FIXTURES & EQUIPMENT

29 | P a g e

Principal Project Requirements

_________________________________

1.16 LEVEL 2 MEZZANINE Code

ITEM GENERAL

FUNCTIONAL REQUIREMENT -

MECHANICAL SERVICES • Lobby Area • Staff Lunch • Managers Office • Office • Staff Meeting Room • Amenities • Store Rooms • Cleaners Store

Mechanically ventilated and air conditioned or fresh air supply

4/79E

Mechanically ventilated amenities and exhaust and/or fresh air supply

4/79F

Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards

4/79F

1 x Data point to each desk 1 x MATV point 1 x Telephone point to all offices & meeting rooms Wifi throughout for Staff & Public Audio/PA system throughout (for centre announcements)

4/80A 4/80A 4/80A 6/1J

4/80B 4/80B

4/80C

Swipe Access to main entry doors Intruder alarm system Intercom system CCTV monitoring system

6/1C 6/1C 6/1C 6/1C

Adhere to acoustic report requirements

6/2R

10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing

4/81D-4/81G

COMMS/DATA

HYDRAULIC SERVICES

4/80B 4/80B 4/80B

ELECTRICAL SERVICES Power:

Lighting: Electrical Equipment: (Provisional Sum)

4/80D

6/1H

SECURITY (Provisional Sum)

ACOUSTICS(Provisional Sum) GLAZING

FLOORING

Foyer: Amenities:

4/82A 4/82D 30 | P a g e

Principal Project Requirements

_________________________________ Commercial grade Vinyl coved up 150mm

WALLS & PARTITIONS Dry Areas: Wet Areas: Amenities: Spectator Area (facing courts): Spectator Area (facing lobby): CEILINGS Lobby:

Dry Areas: Wet Areas:

Excluded

4/49C

MDF solid core leaf with metal frame, painted finish Full door hardware including: Leverset, lockset, door closers, swipe, etc DDA Compliant hardware where required

4/83H-4/83K

Excluded Excluded 4/81G 6/2R

4/83E 4/83F

DOOR & HARDWARE Generally:

FIXTURES (Provisional Sum) Amenities:

Cleaner’s Room: JOINERY (Provisional Sum) Lobby: FURNITURE & EQUIPMENT (Provisional Sum) SIGNAGE Statutory signage: Wayfinding signage: (Provisional Sum) CLIENT SUPPLIED

• • • • • • • •

6/1S

Nil

2 x 32-inch TV’s

6/2C

As per relevant AS & BCA Standards

4/84D

Acrylic panel with vinyl lettering, glue fixed to wall

6/1T

Signage for business, opening hours, phone number etc. Desk furniture incl desks and chairs Loose furniture incl bins, chairs, tables and the like.

Excluded Excluded Excluded

Computer and digital equipment for Recreation Centre Operational requirements

Excluded

31 | P a g e

Principal Project Requirements

_________________________________

32 | P a g e

Carparking - By Level

Carparking - Summary

B01 Loading

LEI CNTR - DISABLED LEI CNTR - STANDARD LOADING

3 33 2 38

B02

LEI CNTR - SMALL CAR 2 LEI CNTR - STANDARD 112 114 B03

CARSHARE MOTORBIKE RES - STANDARD RESI - ADAPTABLE RESI - VISITOR

CARSHARE LEI CNTR - DISABLED LEI CNTR - SMALL CAR LEI CNTR - STANDARD LOADING MOTORBIKE RES - STANDARD RESI - ADAPTABLE RESI - VISITOR

2 8 70 13 22

Basement Storage Schedule 2 3 2 145 2 8 481 65 22

B07 B06 B05 B04 B03

In accepting and utilising this document the recipient agrees that SJB Architecture (NSW) Pty. Ltd. ACN 081 094 724 T/A SJB Architects, retain all common law, statutory law and other rights including copyright and intellectual property rights. The recipient agrees not to use this document for any purpose other than its intended use; to waive all claims against SJB Architects resulting from unauthorised changes; or to reuse the document on other projects without the prior written consent of SJB Architects. Under no circumstances shall transfer of this document be deemed a sale. SJB Architects makes no warranties of fitness for any purpose. The Builder/Contractor shall verify job dimensions prior to any work commencing. Use figured dimensions only. Do not scale drawings.

Bicycle Parking - By Level

116 116 116 105 86

B04 B05 B06 B07

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

35 35

FOR INFORMATION

113

539

Rev 9 11 14 15 18 23 25 27 29 31 34 39 40 52 53

730

115 B04

RES - STANDARD RESI - ADAPTABLE

93 13

Date 07.08.2017 21.08.2017 05.09.2017 14.09.2017 05.10.2017 19.10.2017 26.10.2017 07.11.2017 13.11.2017 21.11.2017 24.11.2017 14.12.2017 12.06.2018 13.03.2020 20.03.2020

Revision

Chk.

106 B05

RES - STANDARD 105 RESI - ADAPTABLE 13

0602

0605

0602

118 B06

RES - STANDARD 105 RESI - ADAPTABLE 13 118

121 730

FAN ROOM 35.6 m² FAN ROOM 52.8 m²

5800

MECH - CARPARK SUPPLY

RES - STANDARD 108 RESI - ADAPTABLE 13

MECH - CARPARK SUPPLY

B07

BASEMENT 06 5856.0 m²

RL -9.30

FIRE STAIR 1

1100

ELEC.

S.P.

FIRE STAIR 3

TOWER D LIFT LOBBY

0601 1

TOWER E LIFT LOBBY

0601 COMM.

ELEC.

FIRE STAIR 2

COMM.

1:5.0

Billbergia

1:8.0

MECH - CARPARK EXHAUST

FAN ROOM 33.9 m²

Project

MECH - CARPARK EXHAUST

OUT

Mixed-use Development & Community Centre

IN LINE OF TOWER E OVER

L IN EO

FT OW

Secure Bicycle Storage

34 Walker Street Rhodes NSW 2138

VE R FAN ROOM 46.9 m²

70 Bicycle Storage Spaces

Drawing Name 1

0603

Basement 06

FUTURE CAR PARKING LINK

Date

0601

0602

0605

0602

20.03.2020

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0204

Floor Plan - Basement 06 1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Carparking - By Level

Carparking - Summary

B01 Loading

LEI CNTR - DISABLED LEI CNTR - STANDARD LOADING

3 33 2 38

B02

LEI CNTR - SMALL CAR 2 LEI CNTR - STANDARD 112 114 B03

CARSHARE MOTORBIKE RES - STANDARD RESI - ADAPTABLE RESI - VISITOR

CARSHARE LEI CNTR - DISABLED LEI CNTR - SMALL CAR LEI CNTR - STANDARD LOADING MOTORBIKE RES - STANDARD RESI - ADAPTABLE RESI - VISITOR

2 8 70 13 22

Basement Storage Schedule 2 3 2 145 2 8 481 65 22

B07 B06 B05 B04 B03

Bicycle Parking - By Level

116 116 116 105 86

B04 B05 B06 B07

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

35 35

FOR INFORMATION

113

539

Rev 9 11 14 15 18 23 25 27 29 31 34 39 40 52 53

730

115 B04

RES - STANDARD RESI - ADAPTABLE

93 13

Date 07.08.2017 21.08.2017 05.09.2017 14.09.2017 05.10.2017 19.10.2017 26.10.2017 07.11.2017 13.11.2017 21.11.2017 24.11.2017 14.12.2017 12.06.2018 13.03.2020 20.03.2020

Revision

Chk.

106 B05

RES - STANDARD 105 RESI - ADAPTABLE 13

1 0605

118

0602

B06

RES - STANDARD 105 RESI - ADAPTABLE 13 118

MECH - CARPARK SUPPLY

121 730

FAN ROOM 35.6 m²

FAN ROOM 52.8 m²

6320

RES - STANDARD 108 RESI - ADAPTABLE 13

MECH - CARPARK SUPPLY

B07

BASEMENT 05

6100

5837.4 m²

FIRE STAIR 1

5660

1100

ELEC.

S.P.

OUT

FIRE STAIR 3

TOWER D LIFT LOBBY 1:8.0

0601 1

TOWER E LIFT LOBBY

0601 COMM.

ELEC.

1:5.0

FIRE STAIR 2

6100

COMM.

LIFT PITT

5800

3500

2000

Billbergia

3500

1:5.0

5800

MECH - CARPARK EXHAUST

1:8.0

FAN ROOM 33.9 m²

FT OW

Secure Bicycle Storage

5900

L IN EO

5900

OUT

Project

MECH - CARPARK EXHAUST

Mixed-use Development & Community Centre

IN LINE OF TOWER E OVER

34 Walker Street Rhodes NSW 2138

VE R FAN ROOM 46.9 m²

70 Bicycle Storage Spaces

Drawing Name 1

0603

Basement 05

FUTURE CAR PARKING LINK

BASEMENT 05 Date

20.03.2020

0601

0605

0602

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0205

Floor Plan - Basement 05 1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Carparking - By Level

Carparking - Summary

B01 Loading

LEI CNTR - DISABLED LEI CNTR - STANDARD LOADING

3 33 2 38

B02

LEI CNTR - SMALL CAR 2 LEI CNTR - STANDARD 112 114 B03

CARSHARE MOTORBIKE RES - STANDARD RESI - ADAPTABLE RESI - VISITOR

CARSHARE LEI CNTR - DISABLED LEI CNTR - SMALL CAR LEI CNTR - STANDARD LOADING MOTORBIKE RES - STANDARD RESI - ADAPTABLE RESI - VISITOR

Basement Storage Schedule 2 3 2 145 2 8 481 65 22

2 8 70 13 22

B07 B06 B05 B04 B03

Bicycle Parking - By Level

116 116 116 105 86

B04 B05 B06 B07

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

35 35

FOR INFORMATION

113

539

Rev 9 11 14 15 18 23 25 27 29 31 34 39 40 52 53

730

115 B04

RES - STANDARD RESI - ADAPTABLE

93 13

Date 07.08.2017 21.08.2017 05.09.2017 14.09.2017 05.10.2017 19.10.2017 26.10.2017 07.11.2017 13.11.2017 21.11.2017 24.11.2017 14.12.2017 12.06.2018 13.03.2020 20.03.2020

Revision

Chk.

106 B05

RES - STANDARD 105 RESI - ADAPTABLE 13

0602

0605

0602

118 B06

RES - STANDARD 105 RESI - ADAPTABLE 13 118

MECH - CARPARK SUPPLY

RES - STANDARD 108 RESI - ADAPTABLE 13 121 730

FAN ROOM 35.6 m² FAN ROOM 52.8 m²

MECH - CARPARK SUPPLY

B07

BASEMENT 04 5600.6 m²

RL -3.30 BIN WASH

BLD B GARBAGE RM 115.7 m²

FIRE STAIR 1

1100

ELEC.

S.P.

OUT

FIRE STAIR 3

TOWER D LIFT LOBBY 1:8.0

0601 1

TOWER E LIFT LOBBY

0601 COMM.

ELEC.

1:5.0

FIRE STAIR 2

BIN WASH COMM.

GARB. LIFT

1500

4300

5800

300

3500

2000

3500

300

Billbergia

6100

1:5.0

BLD B GARBAGE RM 106.8 m²

1:8.0

MECH - CARPARK EXHAUST

FAN ROOM 33.9 m²

4380

L IN EO

FT OW

Secure Bicycle Storage

Mixed-use Development & Community Centre

IN 5900

OUT ER

Project

MECH - CARPARK EXHAUST

LINE OF TOWER E OVER

34 Walker Street Rhodes NSW 2138

VE R FAN ROOM 46.4 m²

67 Bicycle Storage Spaces

Drawing Name 1

0603

Basement 04

FUTURE CAR PARKING LINK

BASEMENT 04 Date

0601

Floor Plan - Basement 04

0602

0605

0602

20.03.2020

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0206

1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Carparking - By Level

Carparking - Summary

B01 Loading

LEI CNTR - DISABLED LEI CNTR - STANDARD LOADING

3 33 2 38

B02

LEI CNTR - SMALL CAR 2 LEI CNTR - STANDARD 112 114 B03

CARSHARE MOTORBIKE RES - STANDARD RESI - ADAPTABLE RESI - VISITOR

CARSHARE LEI CNTR - DISABLED LEI CNTR - SMALL CAR LEI CNTR - STANDARD LOADING MOTORBIKE RES - STANDARD RESI - ADAPTABLE RESI - VISITOR

2 8 70 13 22

Basement Storage Schedule 2 3 2 145 2 8 481 65 22

B07 B06 B05 B04 B03

Bicycle Parking - By Level

116 116 116 105 86

B04 B05 B06 B07

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

35 35

FOR INFORMATION

113

539

Rev 9 11 14 15 18 23 25 27 29 31 34 39 40 43 44 45 48 50 51 52 53

730

115 B04

RES - STANDARD RESI - ADAPTABLE

93 13

106

0602

0605

B05

RES - STANDARD 105 RESI - ADAPTABLE 13

Date 07.08.2017 21.08.2017 05.09.2017 14.09.2017 05.10.2017 19.10.2017 26.10.2017 07.11.2017 13.11.2017 21.11.2017 24.11.2017 14.12.2017 12.06.2018 06.11.2019 19.11.2019 04.12.2019 29.01.2020 26.02.2020 11.03.2020 13.03.2020 20.03.2020

Revision

Chk.

FOR COORDINATION FOR INFORMATION PRE DA MEETING FOR INFORMATION FOR INFORMATION FOR COORDINATION FOR INFORMATION CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION ISSUED FOR DA REVISED DA ISSUE PODIUM WORKSHOP 2 PODIUM WORKSHOP 3 PODIUM WORKSHOP 4 PODIUM WORKSHOP 6 FOR INFORMATION FOR INFORMATION FOR INFORMATION DRAFT MOD

118 B06

RES - STANDARD 105 RESI - ADAPTABLE 13 118

FAN ROOM 35.6 m²

MECH - CARPARK SUPPLY

8 MOTORBIKE SPACES

6800

121 730

FAN ROOM 52.8 m²

3500

RES - STANDARD 108 RESI - ADAPTABLE 13

MECH - CARPARK SUPPLY

B07

BASEMENT 03 5673.0 m² 7 RESI VISITOR BICYCLE SPACES

RL -0.30

5900

IN 1:5.0

1:8.0

OUT

S.P.

FIRE STAIR 1

5590

TOWER D LIFT LOBBY

1100

ELEC.

S.P.

OUT

14 RESI VISITOR BICYCLE SPACES

6100

FIRE STAIR 3

1:8.0

0601 1

TOWER E LIFT LOBBY

0601 COMM.

ELEC.

S.P.

FIRE STAIR 2

14 RESI VISITOR BICYCLE SPACES

COMM.

GARBAGE LIFT

5800

1:5.0

Billbergia

1:8.0

MECH - CARPARK EXHAUST

FAN ROOM 33.9 m²

Project

MECH - CARPARK EXHAUST

Mixed-use Development & Community Centre FT OW

LINE OF TOWER E OVER

5900

4380

L IN EO

34 Walker Street Rhodes NSW 2138

VE R FAN ROOM 46.9 m²

Drawing Name 1

RES. BULKY WASTE

0603

Basement 03

139.1 m²

Date

20.03.2020

2 0602

1 0605 1 0602

0601

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0207

Floor Plan - Basement 03 1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Carparking - By Level - B1 and B2 B01 Loading

LEI CNTR - DISABLED LEI CNTR - STANDARD LOADING

3 33 2 38

Carparking - Summary B1 and B2 LEI CNTR - DISABLED LEI CNTR - SMALL CAR LEI CNTR - STANDARD LOADING

3 2 145 5

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION

155

B02

LEI CNTR - SMALL CAR 2 LEI CNTR - STANDARD 112

Rev

114 152

MECH - CARPARK SUPPLY

0602

0605

0602

FAN ROOM 35.6 m² RECYCLED WATER PUMP ROOM 52.7 m²

2700 RCC FIRE STAIR 4

S.P.

BASEMENT 02 5509.8 m²

Chk.

FOR INFORMATION PRE DA MEETING FOR INFORMATION FOR INFORMATION FOR INFORMATION WORKSHOP 06-01 WORKSHOP 06-02 FOR COORDINATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN ISSUED FOR DA REVISED DA ISSUE PODIUM WORKSHOP 2 PODIUM WORKSHOP 3 PODIUM WORKSHOP 4 PODIUM WORKSHOP 6 FOR INFORMATION FOR INFORMATION FOR INFORMATION DRAFT MOD

5970

FAN ROOM 52.8 m²

30.08.2017 05.09.2017 14.09.2017 04.10.2017 05.10.2017 09.10.2017 09.10.2017 19.10.2017 26.10.2017 31.10.2017 07.11.2017 13.11.2017 21.11.2017 24.11.2017 12.12.201 14.12.2017 12.06.2018 06.11.2019 19.11.2019 04.12.2019 29.01.2020 26.02.2020 11.03.2020 13.03.2020 20.03.2020

Revision

MECH - CARPARK SUPPLY

13 14 15 17 18 19 20 23 25 26 27 29 31 34 38 39 40 43 44 45 48 50 51 52 53

Date

RCC LIFT LOBBY

RL 2.70

VOID TO 1:5.0 RESIDENTIAL RAMP

S.P.

FIRE STAIR 1

ELEC.

S.P.

6200

FIRE STAIR 3

6000

GREASE ARRESTOR 16.3 m²

TOWER D LIFTS

1 0601

6150 1

TOWER E LIFTS COMM.

ELEC.

4900

FIRE STAIR 2

4900

S.P.

2600

0601

COMM.

5640

Billbergia 3100

6200

LIFT PIT

MECH - CARPARK EXHAUST

FAN ROOM 32.4 m²

RCC FIRE STAIR 5

Project

MECH - CARPARK EXHAUST

LINE OF TOWER E OVER

6200

6180

FT OW

6200

S.P.

L IN EO

Mixed-use Development & Community Centre 34 Walker Street Rhodes NSW 2138

VE R FAN ROOM 46.9 m²

Drawing Name

2700 1:8.0

1:5.0

5580

1 0603

0603

Basement 02

Date

20.03.2020

0505

0602

0605

0602

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0208

Floor Plan - Basement 02 1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Carparking - By Level - B1 and B2 B01 Loading

LEI CNTR - DISABLED LEI CNTR - STANDARD LOADING

3 33 2 38

Carparking - Summary B1 and B2 LEI CNTR - DISABLED LEI CNTR - SMALL CAR LEI CNTR - STANDARD LOADING

3 2 145 5

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION

155

B02

LEI CNTR - SMALL CAR 2 LEI CNTR - STANDARD 112

Rev

114 152

2 0602

0605

0602

RCC FIRE STAIR 20 GREASE ARRESTOR 12.5 m²

RCC FIRE STAIR 18 OSD STORAGE 44.1 m²

MECH - CARPARK SUPPLY

RCC FIRE STAIR 4

RAINWATER HARVESTING 27.0 m²

S.P.

05.09.2017 14.09.2017 22.09.2017 04.10.2017 05.10.2017 09.10.2017 09.10.2017 19.10.2017 26.10.2017 31.10.2017 07.11.2017 13.11.2017 21.11.2017 24.11.2017 12.12.201 14.12.2017 12.06.2018 06.11.2019 19.11.2019 04.12.2019 29.01.2020 26.02.2020 11.03.2020 13.03.2020 20.03.2020

Revision

Chk.

PRE DA MEETING FOR INFORMATION FOR BCA REVIEW FOR INFORMATION FOR INFORMATION WORKSHOP 06-01 WORKSHOP 06-02 FOR COORDINATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN ISSUED FOR DA REVISED DA ISSUE PODIUM WORKSHOP 2 PODIUM WORKSHOP 3 PODIUM WORKSHOP 4 PODIUM WORKSHOP 6 FOR INFORMATION FOR INFORMATION FOR INFORMATION DRAFT MOD

MECH - CARPARK SUPPLY

RL 9.80

GREASE ARRESTOR 12.6 m²

GREASE ARRESTOR 12.4 m²

OUT

14 15 16 17 18 19 20 23 25 26 27 29 31 34 38 39 40 43 44 45 48 50 51 52 53

Date

FAN ROOM 39.9 m²

RL 6.10

1:8

RCC LIFT LOBBY

GAS METER PLANTROOM 25.4 m²

1:6.5 1:8 AIR SUPPLY 29.4 m²

1:8.0

BUILDING MANAGER 22.4 m²

RESIDENTIAL SPEED RAMP

1:5.0

S.P.

FIRE STAIR 1

GREASE ARRESTOR 12.5 m²

RL 6.10 ELEC.

S.P.

FIRE STAIR 3

TOWER D LIFTS

0601

RL 6.10

RCC WASTE 120.9 m²

0601

TOWER E LIFTS

RCC STORE 12.7 m²

RL 6.10

CHUTE

COMM.

ELEC.

S.P.

FIRE STAIR 2

COMM.

RCC LOADING

RES. GARB. COLLECTION

141.5 m²

Billbergia

331.4 m²

FAN ROOM 30.2 m²

RCC STORE 17.1 m²

RCC DELIVERY

MECH - CARPARK EXHAUST RCC FIRE STAIR 5 DOCK MANAGER 35.6 m² G

S.P.

M M

RCC GREASE ARRESTOR 10.8 m²

Mixed-use Development & Community Centre

FURNITURE DELIVERY L IN EO

POTABLE METER & PUMP ROOM 48.6 m²

RL 8.75

Sim

FT OW

VE R

WASTE PICK-UP

2 0209

Project

MECH - CARPARK EXHAUST

SWITCH ROOM 59.9 m²

LINE OF TOWER E OVER

34 Walker Street Rhodes NSW 2138

SUBSTATION

RL 6.10 TURN TABLE FOR 12.5m LONG VEHICLES

202.4 m²

RL 6.76

UNLOADING

RL 6.10

1:16.3

RAMP UP TO L1

RAMP UP FROM B2

Drawing Name

1 1:6.5

0603

1:8.0

0603

Basement 01 Loading

WASTE PICK-UP

0209

B01 Mezzanine

Date

1 : 200@A1

FUTURE RETAIL PARKING LINK SUBJECT TO SEPARATE DA

2 0602

0501

Floor Plan - Basement 01

20.03.2020

0605

0602

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0209

1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION Rev

0501

0605

0602

16 18 19 20 23 25 26 27 29 31 34 38 39 40 42 43 44 45 46 47 48 50 51 52 53

GAUTHORPE ST

0602

Date

Revision

22.09.2017 05.10.2017 09.10.2017 09.10.2017 19.10.2017 26.10.2017 31.10.2017 07.11.2017 13.11.2017 21.11.2017 24.11.2017 12.12.201 14.12.2017 12.06.2018 23.10.2019 06.11.2019 19.11.2019 04.12.2019 18.12.2019 15.01.2020 29.01.2020 26.02.2020 11.03.2020 13.03.2020 20.03.2020

Chk.

FOR BCA REVIEW FOR INFORMATION WORKSHOP 06-01 WORKSHOP 06-02 FOR COORDINATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN ISSUED FOR DA REVISED DA ISSUE PODIUM WORKSHOP 1 PODIUM WORKSHOP 2 PODIUM WORKSHOP 3 PODIUM WORKSHOP 4 PODIUM WORKSHOP 5 CLIENT ISSUE PODIUM WORKSHOP 6 FOR INFORMATION FOR INFORMATION FOR INFORMATION DRAFT MOD

SUBJECT TO FUTURE DA

0-3 OUTDOOR PLAY

MECH - CARPARK SUPPLY

S.P.

294.5 m²

MECH - CARPARK SUPPLY

STORE 17.5 m² STORE 13.3 m²

NAPPY CHANGE 17.8 m²

MECH - CARPARK SUPPLY

STORE 6.0 m²

TOILETS 21.7 m²

RL 11.50 STAFF 56.1 m²

MEETING 31.7 m²

0-2 PLAY

SLEEP 01 24.6 m²

53.7 m²

2-3 PLAY

0-2 PLAY 54.0 m²

142.7 m²

SLEEP 02 23.2 m²

STORE 10.6 m²

RL 12.20 LAUNDRY/STORE 17.4 m²

CAFE

RL 11.50 FH

STORE 19.9 m²

SFP

STORE 20.1 m²

S.P.

0507

BILLBERGIA CAFE

S.P.

202.1 m²

D. FR

COMMUNITY

EWIS

351.2 m²

LOBBY

WORKING KITCHEN

GARBAGE 8.1 m²

94.7 m²

CHUTE S.P.

MARQUET ST

ELEC.

S.P. CIRCULATION 815.1 m²

KITCHEN 57.6 m²

0601

S.P.

101.9 m²

STORE 18.3 m²

S.P.

0503

S.P.

ACCESS 7.6 m²

0508

WALKER ST

STAFF WC 4.2 m²

0504

COMM.

LOBBY

ELEC.

91.6 m²

RECEPTION 19.1 m²

70.1 m²

RRC GFA Area Schedule Level Level 01 Level 02 Level 02.M Grand total: 3

STORE 10.2 m²

OFFICE 11.3 m² COMM. STORE 7.4 m²

STORE 17.1 m²

FEMALE STAFF 13.3 m²

MALE STAFF 10.7 m²

MECH - CARPARK EXHAUST

FIRE CONTROL ROOM

Billbergia

28.2 m²

WC 5.0 m²

FAMILY 10.7 m²

166.0 m²

STORE 14.9 m²

MALE 50.8 m²

FEMALE 36.9 m²

STORE 10.6 m²

MECH - CARPARK EXHAUST

213.4 m²

Project

S.P.

M M

3282.3 m² 5262.4 m² 1167.6 m² 9712.3 m²

STORE 6.4 m²

ACCESS 7.3 m²

A.H.I 3-5 PLAY

ACCESS 7.2 m²

Area

G TOILETS 19.7 m²

Mixed-use Development & Community Centre

A.H.I 3500

200.2 m²

1780

HATCHES TO SUBSTATION BELOW

34 Walker Street Rhodes NSW 2138

3-5 OUTDOOR PLAY BOH

0603

Drawing Name

5020

243.9 m²

Level 01

127.9 m²

0501

Floor Plan - Level 01 1 : 200@A1

0508

0502

0602

0605

0602

Date

20.03.2020

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0210

SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION Rev

0507

A.H.I

CAFE

123.8 m²

74.8 m²

64.4 m²

ACCESS 7.2 m²

0602

SUBJECT TO FUTURE DA RL 17.50

MENS TOILET 43.2 m²

WOMENS TOILET 50.0 m²

7000

A.H.I

0501

0605

0602

15 16 18 19 20 23 25 26 27 31 34 38 39 40 42 43 44 45 46 47 48 50 51 52 53

Date 14.09.2017 22.09.2017 05.10.2017 09.10.2017 09.10.2017 19.10.2017 26.10.2017 31.10.2017 07.11.2017 21.11.2017 24.11.2017 12.12.201 14.12.2017 12.06.2018 23.10.2019 06.11.2019 19.11.2019 04.12.2019 18.12.2019 15.01.2020 29.01.2020 26.02.2020 11.03.2020 13.03.2020 20.03.2020

Revision

Chk.

FOR INFORMATION FOR BCA REVIEW FOR INFORMATION WORKSHOP 06-01 WORKSHOP 06-02 FOR COORDINATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN ISSUED FOR DA REVISED DA ISSUE PODIUM WORKSHOP 1 PODIUM WORKSHOP 2 PODIUM WORKSHOP 3 PODIUM WORKSHOP 4 PODIUM WORKSHOP 5 CLIENT ISSUE PODIUM WORKSHOP 6 FOR INFORMATION FOR INFORMATION FOR INFORMATION DRAFT MOD

RL 19.86

RECEPTION 1 9.2 m²

VOID

DECK 96.8 m²

DECK

LOBBY

50m RUNNING TRACK

739.5 m²

122.0 m²

101.7 m² DISPLAY 6.6 m²

0504

RECEPTION 2 7.0 m²

0503

0507

S.P. SAFE 6.2 m²

OFFICE 9.6 m²

S.P. MALE AMENITIES 25.7 m²

S.P.

ELEC.

S.P.

0508

D. FR FAMILY CHANGE M 7.2 m²

CRECHE

RRC GFA Area Schedule

COMMS 16.3 m²

142.0 m²

CIRCULATION 34.3 m² STORE 1.9 m²

Level

STORAGE 6.4 m²

COMM.

MULTI COURTS

FAMILY CHANGE F 7.2 m²

S.P.

0601

LOCKERS 51.9 m²

1647.5 m² OFFICE 9.4 m²

Area

Level 01 Level 02 Level 02.M Grand total: 3

ELEC.

ASSESSMENT 14.0 m²

3282.3 m² 5262.4 m² 1167.6 m² 9712.3 m²

COMM.

FEMALE AMENITIES 27.1 m²

15250

3050

800 2590

15250

3050

Billbergia

100 100 WOMENS CHANGE 74.0 m²

GYMNASTICS CENTRE 250.1 m²

M M

TUMBLING TRAMPOLINE 22.5 m²

MECH - CARPARK EXHAUST

HEALTH CLUB 504.3 m²

ACCESS 7.2 m²

MECH - CARPARK EXHAUST

MENS CHANGE 73.4 m²

COURTS OFFICE / FIRST AID 26.8 m²

SUBSTATION EXHAUST 7.2 m²

HORIZONTAL BAR 2 22.0 m²

RUN UP SPRUNG FLOOR 22.5 m²

HORIZONTAL BAR 1 22.0 m²

CIRCULATION 5.5 m²

3050

Project

Mixed-use Development & Community Centre

SPRUNG FLOOR 36.0 m²

FOAM PIT 27.0 m²

34 Walker Street Rhodes NSW 2138

STORE 33.8 m²

STUDIO 1

STUDIO 2

STUDIO 3

148.6 m²

94.9 m²

74.1 m²

0603 TRAMPOLINE 76.8 m²

Drawing Name

Level 02

STORE 27.9 m² FREE PLAY AREA 73.1 m²

STORE 90.9 m²

STORE 16.2 m²

WALL HUNG BARS

0508

0502

Date

20.03.2020

2 0602

0501

Floor Plan - Level 02

0605

0602

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0211

1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION Rev 44 47 48 49 50 51 52 53

0507 2

Date 19.11.2019 15.01.2020 29.01.2020 14.02.2020 26.02.2020 11.03.2020 13.03.2020 20.03.2020

Revision

Chk.

PODIUM WORKSHOP 3 CLIENT ISSUE PODIUM WORKSHOP 6 FOR INFORMATION FOR INFORMATION FOR INFORMATION FOR INFORMATION DRAFT MOD

0501 1 0605

0602

VOID

SUBJECT TO FUTURE DA

VOID

RL 19.86 PEDESTRIAN BRIDGE TO RHODES STATION

VOID

RL 20.91

STAFF LUNCH 51.7 m²

STORE 10.6 m² FH

0507

ACCESS 7.3 m²

ELEC.

0503

S.P.

0508

S.P.

0504

VOID

D. FR

RRC GFA Area Schedule

VOID

Level

Area

1 0601

Level 01 Level 02 Level 02.M Grand total: 3

ELEC.

S.P.

COMM.

OFFICE 124.9 m²

MANAGERS OFFICE Redundant Room

COMM.

VOID

3282.3 m² 5262.4 m² 1167.6 m² 9712.3 m²

Billbergia

MECH - CARPARK EXHAUST MECH - CARPARK EXHAUST M M

STAFF MEETING 33.7 m²

Project

Mixed-use Development & Community Centre 34 Walker Street Rhodes NSW 2138

VOID

Drawing Name 1

Level 02 Mezzanine

0603 UP

0508

0502

Date

0501

Level 02.M

20.03.2020

Scale

1 : 200

Drawn

Chk.

Job No.

Drawing No.

4440

0211.M

1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION Rev

0507

0501

0605

0602

9 11 12 14 15 18 19 20 23 25 26 27 31 34 38 39 40 43 44 45 48 50 51 52 53

0602

Date 07.08.2017 21.08.2017 28.08.2017 05.09.2017 14.09.2017 05.10.2017 09.10.2017 09.10.2017 19.10.2017 26.10.2017 31.10.2017 07.11.2017 21.11.2017 24.11.2017 12.12.201 14.12.2017 12.06.2018 06.11.2019 19.11.2019 04.12.2019 29.01.2020 26.02.2020 11.03.2020 13.03.2020 20.03.2020

Revision

Chk.

FOR COORDINATION FOR INFORMATION FOR INFORMATION PRE DA MEETING FOR INFORMATION FOR INFORMATION WORKSHOP 06-01 WORKSHOP 06-02 FOR COORDINATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN ISSUED FOR DA REVISED DA ISSUE PODIUM WORKSHOP 2 PODIUM WORKSHOP 3 PODIUM WORKSHOP 4 PODIUM WORKSHOP 6 FOR INFORMATION FOR INFORMATION FOR INFORMATION DRAFT MOD

PLANTERS - REFER TO LANDSCAPE ARCHITECT DETAILS

POOL ABOVE

MM CO

BB MECH

HYD. R

C ELE

VOID OVER

GLAZING

S HY

64.3 m²

VRF SERVICE PLANT ROOM

1 FIRE STAIR 7

FIRE STAIR 9 S.P.

0503

0507

S.P.

BB MECH

FIRE STAIR 10

HYD

ELEC.

S.P.

149.7 m²

D. FR RRC CHILLER PLANT 117.6 m²

TOWER D LIFTS

0601

RRC MECH

0601

327.0 m²

VOID OVER MULTI COURT CENTRE BELOW

S.P.

HYD D. FR

ELEC DB

COMMS

HYD. RISER

FIRE PUMP ROOM 33.8 m²

FIRE STAIR 8 COMM.

MAIN COMMS ROOM 17.5 m²

MECH CP EXHAUST 100.8 m²

RL 24.50 DAS ROOM 25.0 m²

RL 24.50 CONCRETE BEAM OVER

Billbergia

MECH - CARPARK EXHAUST

HY D D. F R

COMM. FIRE STORAGE TANK 84.5 m²

MECH - CARPARK EXHAUST

MECH CP EXHAUST

Project

RRC MECH

148.8 m²

M M

Mixed-use Development & Community Centre

225.1 m²

BLD E HOT WATER 20.0 m²

RRC HEATING HOT WATER 28.1 m²

TOWER D HOT WATER 22.6 m²

6M SETBACK ZONE 29.5 m²

RRC SMOKE EX. 18.9 m²

TOWER D HOT WATER 20.0 m²

FAN ROOM 34 Walker Street Rhodes NSW 2138

101.0 m² RRC DOMESTIC HOT WATER 19.4 m²

Drawing Name 6M SETBACK ZONE 28.3 m²

GLAZING

RL 24.50

TRAFFICABLE ROOF - MAINTENANCE

0603

RL 24.50

Level 03

4.0 m

6000

0603

4.0 m

0508

1 S.P.

0504

PLANTERS - REFER TO LANDSCAPE ARCHITECT DETAILS

3.0 m

0508

0502

3.0 m

2 1 0602 0605

Date

Scale

Sheet Size

1 0602

24-32 WALKER ST

20.03.2020

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0212

SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

@ A1

Revision

/ 53

1 BED 2 BED

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

3 BED

FOR INFORMATION

COMMUNAL Rev

PLANT

1 2 9 11 14 15 21 23 25 27 31 34 35 36 39 40 43 44 45 48 50 53

STUDIO

2 0602

0507

0605

0602

0501 1

Date 12.05.2017 25.05.2017 07.08.2017 21.08.2017 05.09.2017 14.09.2017 12.10.2017 19.10.2017 26.10.2017 07.11.2017 21.11.2017 24.11.2017 30.11.2017 08.12.2017 14.12.2017 12.06.2018 06.11.2019 19.11.2019 04.12.2019 29.01.2020 26.02.2020 20.03.2020

Revision

Chk.

WORKSHOP 01 WORKSHOP 02 FOR COORDINATION FOR INFORMATION PRE DA MEETING FOR INFORMATION FOR REVIEW FOR COORDINATION FOR INFORMATION CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION FOR INFORMATION ISSUED FOR DA REVISED DA ISSUE PODIUM WORKSHOP 2 PODIUM WORKSHOP 3 PODIUM WORKSHOP 4 PODIUM WORKSHOP 6 FOR INFORMATION DRAFT MOD

PV CELLS AT LEVEL BELOW

3.0 m

E.4.7 3 BED

ZONE FOR PV PANELS 140 m2

VOID TO LEVEL BELOW

2.0 m

3.1 m

VOID TO LEVEL BELOW

107.7m²

ZONE FOR PV PANELS 20 m2

ZONE FOR PV PANELS 140 m2

RL 29.40 D.4.6 1 BED 51.9m²

RL 29.40

E.4.6 1 BED

E.4.8 2 BED

52.4m²

72.5m²

1 FIRE STAIR 7 S.P.

0508

COMMUNAL OPEN SPACE REFER TO LANDSCAPE ARCHITECT DRWGS FOR DETAIL

COMMUNAL

D.4.5 2 BED

0601

71.5m²

VOID TO LEVEL BELOW

D.4.4 2 BED

FIRE STAIR 10

0503

0507

E.4.1 2 BED

53.5m²

70.7m²

FIRE STAIR 9

E.4.5 1 BED

106.0m²

77.5m²

TOWER D LIFT LOBBY

TOWER E LIFT LOBBY

0506

0505

RL 29.40

S.P.

FIRE STAIR 8

D.4.1 1 BED

RL 29.40

D.4.2 2 BED

51.9m²

83.4m²

0601

RL 29.40

60.3m²

D.4.3 1 BED

VOID TO LEVEL BELOW

0504

E.4.4 2 BED

E.4.2 2 BED

83.7m²

77.7m²

Billbergia

Project

Mixed-use Development & Community Centre 34 Walker Street Rhodes NSW 2138 E.4.3 2 BED Drawing Name

86.4m² 1

WIND MITIGATION SCREENING SHOWN DASHED

0603

VOID TO LEVEL BELOW

Level 04

4.0 m

0603

VOID

3.0 m 2 0602

1 0605

0508

0502

3.0 m Date 1 0602

24-32 WALKER ST

0501

Floor Plan - Level 04

20.03.2020

Scale

1 : 200

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0213

1 : 200@A1 SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

E Tower E Top 132.100 RL

EXTERNAL FINISHES AL01 AL02 AL03 AP01 AW01 CM01 CN01 CR01 FN01 GL01 GL02 GL03 LV01 PAL01 RF01 TR01

LEP HEIGHT RL 133.5 - 125m FROM RL 8.5 DCP ENVELOPE

Tower E Roof/ Plant 125.900 RL

LV01 FN01

Level 34 122.500 RL

GL01

Level 33 119.400 RL Level 32 116.300 RL

ALUMINIUM POWDERCOAT FINISH - DOOR ALUMINIUM ANODISED RHS BATTENS ALUMINIUM ANODISED RHS SOFFIT ALUMINIUM COMPOSITE PANEL WINDOW AWNING - ALUMINIUM POWDERCOAT METAL CLADDING SYSTEM - COPPER CONCRETE PRECAST - WHITE POLISHED CONCRETE RENDER ALUMINIUM FIN - ROSE GOLD GLAZING - CLEAR VISION GLAZING GLAZING - GLASS BALUSTRADE GLAZING - COLOUR BACK GLASS SPANDREL LOUVRES/PLANT SCREEN - ALUMINIUM PERFORATED ALUMINIUM SCREEN COPPER ROOF TERRACOTTA CLADDING

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION Rev 14 18 22 25 26 27 33 34 35 39 40 53

AP01

Date 05.09.2017 05.10.2017 13.10.2017 26.10.2017 31.10.2017 07.11.2017 23.11.2017 24.11.2017 30.11.2017 14.12.2017 12.06.2018 20.03.2020

Revision

Chk.

PRE DA MEETING FOR INFORMATION FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION ISSUED FOR DA REVISED DA ISSUE DRAFT MOD

Level 31 113.200 RL

AW01 Level 30 110.100 RL Level 29 107.000 RL

GL02

Level 28 103.900 RL Level 27 100.800 RL

Level 26 97.700 RL

87m DCP HEIGHT CONTROL

Level 25 94.600 RL Level 24 91.500 RL Level 23 88.400 RL

DCP ENVELOPE

Tower D Top 85.400 RL

Level 22 85.300 RL Level 21 82.200 RL

LV01 Tower D Roof/ Plant 79.400 RL

Level 20 79.100 RL Level 19 76.000 RL

FN01

Level 18 72.900 RL Level 17 69.800 RL

AP01

Level 16 66.700 RL

GL01 Level 15 63.600 RL

GL02

Level 14 60.500 RL

AW01 Level 13 57.400 RL

AP01

Level 12 54.300 RL

GL01 Level 11 51.200 RL

GL02

Level 10 48.100 RL

GL02

Level 09 45.000 RL

AP01

Level 08 41.900 RL

Billbergia

FN01

Project

FN01

Mixed-use Development & Community Centre

GL01

Level 07 38.800 RL

34 Walker Street Rhodes NSW 2138

SITE BOUNDARY

Level 06 35.700 RL Level 05 32.600 RL

SITE BOUNDARY

Drawing Name Level 04 29.500 RL

CM01 Level 03 24.500 RL

CN01

Elevation - North PAL01

CN01

Level 02.M 20.905 RL

PAL01

TR01 GL01

Level 02 17.500 RL

GL01

Pool Plant RL 14.400

GL01 Level 01 11.500 RL

TR01

B01 Mezzanine 8.750 RL

AL01

B01 Loading 6.100 RL

TR01 WALKER STREET

0210

Tower - North Elevation 1 : 250@A1

LEISURE CENTRE ENTRANCE

Date

Scale

20.03.2020

As indicated

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0501

TR01 LEISURE CENTRE AND RESIDENTIAL PARKING

MARQUET ST

SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

LEP HEIGHT RL 133.5 - 125m FROM RL 8.5

EXTERNAL FINISHES

E Tower E Top RL 132.100

DCP ENVELOPE AL01 AL02 AL03 AP01 AW01 CM01 CN01 CR01 FN01 GL01 GL02 GL03 LV01 PAL01 RF01 TR01

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION Tower E Roof/ Plant RL 125.900

LV01

Rev

FN01

Level 34 RL 122.500

GL01

Level 33 RL 119.400 Level 32 RL 116.300

AP01

Level 31 RL 113.200

14 18 25 26 27 33 34 35 39 40 53

Date 05.09.2017 05.10.2017 26.10.2017 31.10.2017 07.11.2017 23.11.2017 24.11.2017 30.11.2017 14.12.2017 12.06.2018 20.03.2020

Revision

Chk.

PRE DA MEETING FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION ISSUED FOR DA REVISED DA ISSUE DRAFT MOD

AW01 Level 30 RL 110.100 Level 29 RL 107.000

GL02

Level 28 RL 103.900 Level 27 RL 100.800

87m DCP HEIGHT CONTROL

Level 26 RL 97.700

LV01 Level 25 RL 94.600 Level 24 RL 91.500 Level 23 RL 88.400

DCP ENVELOPE Tower D Top RL 85.400

Level 22 RL 85.300 Level 21 RL 82.200

LV01 Tower D Roof/ Plant RL 79.400

FN01

Level 20 RL 79.100 Level 19 RL 76.000 Level 18 RL 72.900 Level 17 RL 69.800

AP01

Level 16 RL 66.700

GL01 Level 15 RL 63.600

GL02

Level 14 RL 60.500

FN01 AW01

Level 13 RL 57.400

AP01

Level 12 RL 54.300

GL01 Level 11 RL 51.200

GL02 FN01

GL02

Level 10 RL 48.100

AP01

Level 09 RL 45.000 Level 08 RL 41.900

FN01 GL01

Level 07 RL 38.800

SITE BOUNDARY

Level 06 RL 35.700

FN01 SITE BOUNDARY

Level 05 RL 32.600

CM01

Date

Scale

20.03.2020

As indicated

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0502

Sheet Size

@ A1

TR01 23-29 MARQUET ST PODIUM

GL01

MARQUET ST

Tower - South Elevation 1 : 250@A1

Drawing Name

Level 02.M RL 20.905

24 WALKER STREET VEHICULAR ENTRY PORTICO

Level 01 RL 11.500

B01 Loading RL 6.100

34 Walker Street Rhodes NSW 2138

Level 03 RL 24.500

CN01

B01 Mezzanine RL 8.750

0210

Mixed-use Development & Community Centre

Elevation - South

Level 02 RL 17.500 Pool Plant RL 14.400

Project

CM01

SITE BOUNDARY

CN01 PAL01

Level 04 RL 29.500

Billbergia

PROPOSED MARQUET ST PLAZA

WALKER STREET SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Revision

/ 53

LEP HEIGHT RL 133.5 - 125m FROM RL 8.5 Tower E Top RL 132.100

EXTERNAL FINISHES

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION

LV01

Tower E Roof/ Plant RL 125.900 Rev

Level 34 RL 122.500 Level 33 RL 119.400

AW01

DCP ENVELOPE

GL01

Level 32 RL 116.300

GL03

Level 31 RL 113.200

GL02

Level 30 RL 110.100

FN01

14 18 25 26 27 33 34 35 39 40 53

Date 05.09.2017 05.10.2017 26.10.2017 31.10.2017 07.11.2017 23.11.2017 24.11.2017 30.11.2017 14.12.2017 12.06.2018 20.03.2020

Revision

Chk.

PRE DA MEETING FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION ISSUED FOR DA REVISED DA ISSUE DRAFT MOD

Level 29 RL 107.000 Level 28 RL 103.900 Level 27 RL 100.800 Level 26 RL 97.700 Level 25 RL 94.600 Level 24 RL 91.500 Level 23 RL 88.400 Level 22 RL 85.300 Level 21 RL 82.200 Level 20 RL 79.100 Level 19 RL 76.000 Level 18 RL 72.900 Level 17 RL 69.800 Level 16 RL 66.700 Level 15 RL 63.600 Level 14 RL 60.500 Level 13 RL 57.400

AW01 Level 12 RL 54.300

GL01 GL03

Level 11 RL 51.200

GL02

Level 10 RL 48.100

FN01

Level 08 RL 41.900 Level 07 RL 38.800 Level 06 RL 35.700 Level 05 RL 32.600 RL 30.40

Level 04 RL 29.500

CN01

SITE BOUNDARY

GL01

Date

Scale

20.03.2020

As indicated

Drawn

Chk.

Level 01 RL 11.500

ME EK

B01 Mezzanine RL 8.750

Job No.

Drawing No.

4440

0503

B01 Loading RL 6.100

0210

Tower - East Elevation 1 : 250@A1

Drawing Name

CN01

TR01

E RESIDENTIAL LOBBY

34 Walker Street Rhodes NSW 2138

Level 02.M RL 20.905

Pool Plant RL 14.400

LOADING & RETAIL ENTRY

Mixed-use Development & Community Centre

Level 03 RL 24.500

Level 02 RL 17.500

AL01

Project

Elevation - East

LV01

24-32 WALKER STREET

Billbergia

Level 09 RL 45.000

SITE BOUNDARY

AL01 AL02 AL03 AP01 AW01 CM01 CN01 CR01 FN01 GL01 GL02 GL03 LV01 PAL01 RF01 TR01

GAUTHORPE STREET SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

LEP HEIGHT RL 133.5 - 125m FROM RL 8.5

Tower E Top 132.100 RL

EXTERNAL FINISHES AL01 AL02 AL03 AP01 AW01 CM01 CN01 CR01 FN01 GL01 GL02 GL03 LV01 PAL01 RF01 TR01

Tower E Roof/ Plant 125.900 RL

Level 34 122.500 RL Level 33 119.400 RL Level 32 116.300 RL Level 31 113.200 RL

Nominated Architects: Adam Haddow-7188 | John Pradel-7004

FOR INFORMATION Rev 14 18 22 25 26 27 33 34 35 39 40 53

Date 05.09.2017 05.10.2017 13.10.2017 26.10.2017 31.10.2017 07.11.2017 23.11.2017 24.11.2017 30.11.2017 14.12.2017 12.06.2018 20.03.2020

Revision

Chk.

PRE DA MEETING FOR INFORMATION FOR INFORMATION FOR INFORMATION RLC CONCEPT DESIGN CONSULTANT ISSUE FOR INFORMATION FOR INFORMATION FOR INFORMATION ISSUED FOR DA REVISED DA ISSUE DRAFT MOD

Level 30 110.100 RL Level 29 107.000 RL Level 28 103.900 RL Level 27 100.800 RL Level 26 97.700 RL

87m DCP HEIGHT CONTROL

Level 25 94.600 RL Level 24 91.500 RL

Level 23 88.400 RL

Tower D Top RL 85.400

Level 22 85.300 RL

DCP ENVELOPE

Level 21 82.200 RL Level 20 79.100 RL

LV01

Tower D Roof/ Plant RL 79.400

Level 19 76.000 RL Level 18 72.900 RL Level 17 69.800 RL Level 16 66.700 RL Level 15 63.600 RL Level 14 60.500 RL

GL03 FN01

GL02 GL01

Level 13 57.400 RL Level 12 54.300 RL

DCP ENVELOPE FOR 23-29 MARQUET ST

Level 11 51.200 RL Level 10 48.100 RL

Billbergia Level 09 45.000 RL Level 08 41.900 RL Level 07 38.800 RL

Project

Mixed-use Development & Community Centre

Level 06 35.700 RL

34 Walker Street Rhodes NSW 2138

Level 05 32.600 RL Level 04 29.500 RL

Drawing Name

CN01

RL 26.10

Elevation - West

Level 02.M 20.905 RL

GL01 CN01

SITE BOUNDARY

ME01 SITE BOUNDARY

Level 03 24.500 RL

Level 02 17.500 RL

Level 01 11.500 RL B01 Mezzanine 8.750 RL B01 Loading 6.100 RL

GAUTHORPE STREET

0210

Tower - West Elevation 1 : 250@A1

D RESIDENTIAL LOBBY

Date

Scale

20.03.2020

As indicated

Drawn

Chk.

ME EK

Job No.

Drawing No.

4440

0504

PROPOSED MARQUET ST PLAZA

SJB Architects Level 2 490 Crown Street Surry Hills NSW 2010 Australia T 61 2 9380 9911 F 61 2 9380 9922 www.sjb.com.au

Sheet Size

@ A1

Revision

/ 53

LEGEND Su = 20 kPa E

Su = 30 kPa

Su = 52.5 kPa

Su = 120 kPa 2 TYPICAL SURCHARGE VALUES RAILWAY RAIL CORRIDOR ROAD ON GROUND CAR PARK APARTMENTS RESIDENTIAL HOUSING WAREHOUSE

30 kPa 5 kPa 20 kPa 15 kPa 10 kPa PER FLOOR 10 kPa 20 kPa

5000

1 P01 REV

16.01.20 10.12.19 DATE

ISSUED FOR CONSTRUCTION ISSUED FOR TENDER REVISION DESCRIPTION

KS KS BY

COPYRIGHT All rights reserved. These drawings, plans and specifications and the copyright are the property of ABC Consultants and must not be used, reproduced or copied wholly or in part without the written permission of ABC Consultants.

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S01.011 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

SHORING LOADING DIAGRAM

DRAWN BY:

October.2019 SIZE:

SCALE:

1:200 @ A0

REV:

16/01/2020 1:42:08 PM

ISSUED FOR CONSTRUCTION

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

SLAB TURN DOWN VARIES

FINISHED EXTERNAL LVL.

250

NATURAL GROUND LVL.

APPROVED SLIP JOINT

APPROVED SLIP JOINT 8 N28 TOP

BEARING BLOCKS AND STIFFENING PLATES TO SUB-CONTRACTORS DETAILS

CONTRACTOR TO ALLOW FOR GALV STARTER BARS AT ALL COLUMNS AND WALLS

4 N28 TOP, 6 N28 BTM. N12-250 TIES x 4 LEGS. N20-200 SIDE FACE BARS EACH FACE

N20-175 TIES x 4 LEGS

1200

CONTRACTOR TO ALLOW FOR GALV STARTER BARS AT ALL COLUMNS AND WALLS

700

REFER SCHEDULES FOR DESIGN LOAD AND INCLINATION ANGLE

N24-200 GALV. DOWELS EACH FACE. SLEEVE BARS IN 55 dia. PT TUBE. GROUT FILL 56 DAYS AFTER POURING SLAB WITH MIN 40MPa NON-SHRINK GROUT

SLAB TURN DOWN VARIES

250

FINISHED EXTERNAL LVL.

N24-200 GALV. DOWELS EACH FACE. SLEEVE BARS IN 55 dia. PT TUBE. GROUT FILL 56 DAYS AFTER POURING SLAB WITH MIN 40MPa NON-SHRINK GROUT

N20-200 SIDE FACE BARS EACH FACE

700 2 SETS OF TIES BELOW CAPPING BEAM

12 N32 BTM.

MAIN BARS IN PILES TO EXTEND 500mm INTO CAPPING BEAM

700 2 SETS OF TIES BELOW CAPPING BEAM MAIN BARS IN PILES TO EXTEND 500mm INTO CAPPING BEAM

TYPICAL PILE & ANCHOR DETAIL

CAPPING BEAM CB2

NOTE: SHOTCRETE WALL OMITTED FOR CLARITY

REFER TYPICAL SECTION FOR REINF. 'D'

G BARS TO MATCH CAPPING BEAM REINFORCEMENT

SHOTCRETE WALL WITH ROCK ANCHORS TO GEOTECHNICAL ENGINEERS' SPECIFICATION

LAP

'D'

SHORING PILES WITH RECESSED SHOTCRETE WALL

LIGS TO MATCH CAPPING BEAM IF STEP IS GREATER THAN 'D' + 100mm

'S'

CAPPING BEAM CB1

U-BARS TO MATCH BEAM REINFORCEMENT

EXCAVATE TRENCH FOR PROTRUDING BARS AND FILL WITH SAND

1000 MIN. TYPICAL

'D' MIN. 'D' MIN

SETDOWN : 'S'= STEP LESS THAN 'D'-50mm

SETDOWN : 'S'= STEP GREATER THAN 'D'-50mm

TYPICAL CAPPING BEAM STEP DETAILS

HORIZONTAL SHOTCRETE CONSTRUCTION JOINT

TYPICAL MID-LEVEL PILE BASE

PROVIDE MAX. 400 x 60 SLAB PENETRATION FOR DRAINAGE CELL TO HYD. ENG. DETAILS - TYPICAL

RL1018 MESH LAID HORIZ. TO INSIDE FACE ONLY

BOND BREAKER BETWEEN FLOOR SLAB AND SHOTCRETE

AT ALL ANCHOR LOCATIONS WELD TIE TO MAIN BARS EACH SIDE OF ANCHOR HOLE. 6 CFW x 15mm LONG MIN. ABOVE AND BELOW AT EACH LOCATOIN NOTED

180

CONTRACTOR TO ENSURE REINF. CAGE ORIENTATED AS SHOWN. BARS SPACED EACH SIDE OF ANCHOR

3 LAYERS OF ABELFLEX BETWEEN PILE AND FLOOR SLAB. REMOVE ONCE SLAB IS STRESSED. GROUT WITH 40MPa GROUT

300 WIDE STRIP DRAIN TO HYD. ENG. DETAILS

N20-300 GALVANISED DOWELS. DRILL AND EPOXY (HILTI HIT-RE500) 200 min INTO PILE. 400 PROJECTION

STRIP DRAIN

REFER PLAN FOR SPACING ( 3000 MAX )

FORM 15mm GAP AGAINST PILE TO ALLOW FOR FLOOR STRESSING

130 dia. CORED HOLE THROUGH PILE FOR ANCHOR

SCABBLE SURFACE OF PILE PRIOR TO CONSTRUCTING SHOTCRETE WALL.

MIN 300 WIDE GROUT BETWEEN PILE AND BAND BEAM

GROUND ANCHOR AND HEAD DESIGN TO SHORING ENG. DETAIL

MIN 300 WIDE GROUT BETWEEN PILE AND BAND BEAM

BUTT JOINT BETWEEN BEAM EDGE AND SHOTCRETE WALL. NO HARD CONNECTION

TYPICAL SHORING PILE & 180 THK SHOTCRETE WALL PLAN - 40MPa

BUTT JOINT BETWEEN SLAB EDGE AND SHOTCRETE WALL. NO HARD CONNECTION

LOCATIONS OF TIE TO MAIN BAR WELDS - TYP.

CORED HOLE THROUGH PILE FOR GROUND ANCHOR

150

TYPICAL PILE SOCKET

GAP

ANCHOR LEVEL

N12-150

300 WIDE STRIP DRAIN TO HYD. ENG. DETAILS

CLOSED TIES

ND OU GR CHOR AN

SCABBLE SURFACE OF PILE PRIOR TO CONSTRUCTING SHOTCRETE WALL.

PROP

N16-400 GALVANISED DOWELS. DRILL AND EPOXY (HILTI HIT-RE500) 200 min INTO PILE. 400 PROJECTION 2 SETS OF TIES

15 FORMED

GROUND ANCHOR AND HEAD DESIGN TO SHORING ENG. DETAIL

TYPICAL PILE REINFORCEMENT AT ANCHOR

TYPICAL SHORING PILE & 150 THK SHOTCRETE WALL PLAN - 40MPa

4 N20 GALV. DOWELS x 1000 LG. EPOXY 300min INTO PILES USING HILTI HIT-RE500. TEMP PROPS TO REMAIN UNTIL SLAB HAS ACHIEVED DESIGN STRENGTH

TYPICAL PILE TO BAND BEAM CONNECTION DETAIL

TYPICAL PILE TO SLAB CONNECTION DETAIL

DRG NUMBER:

JOB NUMBER:

ISSUED FOR CONSTRUCTION 1

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

2 N20 GALV. DOWELS x 1000 LG. EPOXY 300min INTO PILES USING HILTI HIT-RE500. TEMP PROPS TO REMAIN UNTIL SLAB HAS ACHIEVED DESIGN STRENGTH

P01 REV

16.01.20 10.12.19 DATE

ISSUED FOR CONSTRUCTION ISSUED FOR TENDER REVISION DESCRIPTION

KS KS BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S01.021 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

TYPICAL SITE RETENTION DETAILS

DRAWN BY:

October.2019 SIZE:

SCALE:

1:20 @ A0

REV:

16/01/2020 1:42:15 PM

BOND BREAKER BETWEEN FLOOR SLAB AND SHOTCRETE

15 FORMED

SLAB

RL818 MESH LAID HORIZ. TO INSIDE FACE ONLY

PROP

PROVIDE MAX. 400 x 60 SLAB PENETRATION FOR DRAINAGE CELL TO HYD. ENG. DETAILS - TYPICAL

150

CONTRACTOR TO ENSURE REINF. CAGE ORIENTATED AS SHOWN. BARS SPACED EACH SIDE OF ANCHOR

450

TURN STRIP DRAIN INTO SUBSOIL DRAINAGE TO HYDRAULIC ENGINEERS DETAILS

BAND BEAM

EXTEND SHOTCRETE TO BULK EXCAVATION LEVEL

CUT LEVEL

REFER TO ELEVATIONS

SOCKET LENGTH

500 MAX

B.E.L.

EL -19.400

EL -19.400 EL -20.100 EL -20.100 EL -19.400

EL -19.400

EL -20.100

EL -19.400

EL -20.100

EL -20.100 EL -20.100 EL -19.400

EL -19.400

EL -20.100

EL -19.400

EL -19.400 EL -19.400

EL -19.400

EL -20.100

EL -19.400

BEL -18.60

EL -19.400

EL -20.100 EL -20.100

EL -19.400

EL -23.100

EL -19.400

EL -20.100

EL -19.400

EL -23.100

EL -20.100

BEL -25.10

BEL -25.10 EL -20.100 EL -20.100 EL -19.400

EL -19.400

EL -23.100

EL -20.100

EL -19.400 EL -20.100 EL -20.100

EL -23.100

EL -20.100 EL -19.400

EL -19.400

5 EL -20.100 EL -20.100

EL -19.400

EL -19.300

EL -19.400

EL -20.100

EL -19.400

EL -20.100

EL -19.400

BEL -20.10

EL -20.100

EL -19.400 EL -19.400

EL -19.300

BEL -19.60

EL -19.400

EL -20.100

EL -19.400 EL -20.100

EL -20.100 EL -20.100

EL -19.400

EL -19.400 EL -20.100

EL -19.400 EL -19.400

EL -19.400

7 EL -19.400

EL -20.100

EL -19.400

EL -20.100

EL -19.400

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

ISSUED FOR CONSTRUCTION

P01 REV

16.01.20 10.12.19 DATE

ISSUED FOR CONSTRUCTION ISSUED FOR TENDER REVISION DESCRIPTION

KS KS BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

EL -19.400

19072 DESIGNED BY:

S01.100 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BULK EXCAVATION PLAN

DRAWN BY:

October.2019 SIZE:

SCALE:

1:100 @ A0

REV:

16/01/2020 1:42:28 PM

EL -19.400

12.10 12.21 12.07

10.96 TK 10.86

17.91 TG 10.74 NS

TREES 0.3∅,6S,8H

NS 10.54

11.37

11.27

P57

11.13 TK 11.03

P110

10.95 TK 10.85

STORMWATER PIT

S 11.08 7 10.77 N .9 0 1 0 11.2 TREES 11.02 0.2∅,4S,8H BH15 11.05 .12 1 1 11.17 10.99 P107 11.50 STORMWATER PIT

10.97 10.87

10.68

12.00

PADMOUNTED SUBSTATION

P100

278°

P99

RR P98

P97

P96

P95

44'

P94

P93

50"

P92

P91

P90

P89

P88

P87

112.8

P86

P85

45°

P84

40°

P83

P82

P81

20.44

P101

10.91

BH17

P80

P79

P78

P77

P76

10.94 TK 10.84 P75

NS 10.78 P74

P73

P72

10.91 TK P7110.81

10.85

TREES 0.2∅,3S,8H P70

P69

P68

P67

30°

25°

20°

10° 15°

10.89 10.83

P66

P65

10.77 P64

10.92

10.75

5°

12.32

11.69 BK 11.72 LIP 11 . 7 11.82 TK 0 11.82 TK T K 11.72 BK 11.99 11.86 TK 11.71 BK 11.71 BK 11.83 TK

NORTH

RAIL CORRIDOR BOUNDARY LINE

PARKING

CAR

P63

10.24

11.47

11.02 11.01 TK 10.89 BK

TK LIP TK BK

10.64 LIP 10.64 DD 10.76 TK 10.63 BK

10.62

10.54 TK 10.40 BK

10.41 PLPIP 10.38 10.30 HYD 10.41 TK 10.27 BK 10.28 TK

10.38 TK 10.26 BK 10.31 LIP 10.28 DD 10.36 TK 10.23 10.33 SI

10.13 TK 10.10 LIP 10.23 TK

10.25

10.15 LIP 10.27 TK

10. 35

10.49 TK 10.32 BK

10.46 0.2∅,6S,10H

10.33 0.3∅,8S,10H

WALKER NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

11.07 TK 10.90 BK

P61

19.39

29.34

ISSUED FOR CONSTRUCTION

ORTH TRUE N M.G.A.

12.21

11.79 11.50

10.56 10.49 10.61 10.47

P60

10.65 LIP

TEL

12.04 NS

11.06

11.11

P62

17.90 TG

35°

P58

11.16 SI 11.10

10.73 LIP 10.70 BK 10.72 TK

10.87

11.87 TW

11.45

11.41

12.54 TW

P102

S 10.78 N

12.57 TW

10.86 P103 11.03 TK 10.93

SHORING WALL SW3 - REFER DRG S01.113 PPET 17.92

11.31

P104

12.55 TW

11.43

P106

SUBP105

12.55 TW

11.16

TEL 11.11

P108

P59

10.91 TK 10.81

0.2∅,6S,8H

11.

11.87 TW 10.65 10.45 10.64 10.45 10.51 10.59 10.58 10.43 10.53 10.52 10.57 10.42

11.00 11.02

10.94 10.97

10.89 NS S 10.68 N

TEL

10.91 LIP 11.02 TK 10.90 BK 10.89 DD

P56

11.06 TK 10.96

11.16P109TK 11.06

& P55

11.33

11.21

10.98 0.6∅,6S,12H 10.94 TK 10.84

11.48

11.61

P54

11.21 0.3∅,4S,8H

DRG NUMBER:

JOB NUMBER:

31.01.20

PILE SETOUT ADJUSTED

24.01.20

ISSUED FOR CONSTRUCTION

16.01.20

ISSUED FOR CONSTRUCTION

P01 REV

10.12.19 DATE

ISSUED FOR TENDER REVISION DESCRIPTION

KS BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S01.101 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

SITE RETENTION PLAN

DRAWN BY:

October.2019 SCALE:

SIZE:

1:150 @ A0

REV:

31/01/2020 4:21:52 PM

P111

S 10.77 N

11.44

11.41

11.07 10.94 LIP 11.08 TK 10.93 BK

11.29 0.4∅,6S,8H

NORTHERN

PPET 17.943

11.47

10.92

10.93

11.35 TK 11.25

CONCRETE HARDSTAND

10.81 NS

11.48

P53

11.30 0.6∅,8S,12H

RAILWAY

A=6807.6m[2]

P52

11.46 0.3∅,3S,5H

GREAT

0.2∅,4S,6H

11.36

CONCRETE PARKING AND HARDSTAND

11.29 SV

11.51 TK 11.38 BK

1 10. 1.08 92 T BK K

10.68

P51

TK 11.47 BK TK BK

PARKING

'IPRESSIONNISTIC' 2 STOREY PEBBLE-CRETE FACTORY & OFFICES

STORMWATER PIT

11.56

11.37

11.29 11.43 D111.29 1D.29 11.42 11.28

11.83 0.3∅,6S,5H 11.71

11.27

17.91

11.56

LIP BK TK LIP TK BK

CAR

FIRE HYD BOOSTERS

11.24 TK 11.20 LIP 11.29 TK 11.16 BK

P50

11.33 11.33 11.43 11.27 11.40 11.26

LIP TK TK BK

11.56

11.62 TK 11.52

P49

LIP TK BK TK

GMKR 11.96

11.85 TK 11.71 BK

11.73 TK 11.61 BK 11.53 LIP

10.90 10.93 11.07 10.94

11.44 TK 11.34

11.74 TK P48 11.64

11.38 11.47 11.33 11.36

KERB

101 DP 624798

11.50 DD 11.53 LIP

CONCRETE

NS 10.77

11.67

P46

P47

SI LIP TK BK

11.68

TREES 0.3∅,6S,8H

11.13

11.26 NS TREES 2X0.3∅,6S,8H

11.86 11.74 11.84 11.70

P45

30"

10.74 NS

LIP TK BK SI

11.75 HYD

11.75 0 11.53 11.7 11.60 11.84 11.37 TK 11.27

10.74 TK 10.64 BK

10.66 NS

P44

43'

10.70

10.94 TK 10.84

12.22 P43

11.78 11.85

TREES 5X0.1∅,3S,5H

11.70 11.82 11.68 11.83

12.05 0.3∅,5S,8H

11.09

TREES 0.3∅,6S,8H

10.67

0.85

P42

10.84

TREES BH14 8X0.3∅,5S,8H

12.07 0.3∅,6S,5H

10.83

10.74 NS

S 11.08 N

10.66

1 P112

P41

20.48

S 10.56 N

11.33 TK 11.23

12.50 0.3∅,4S,10H

12.09 TK 12 12.1 .13 L IP 12. 0 09 TK BK

11.63

11.83

18.02

17.92

12.37 0.2∅,3S,5H 12.24 0.2∅,5S,8H

11.89

11.96 0.3∅,6S,8H

10.52

P113

P38

P40

11.56

11.00

P37

11.31 LIP 11.34 BK 11.34 BK 11.47 TK 11.33 BK

11.05

P36

11.03 TK 10.91 BK 10.93 TK

11.45

P35

11.94

11.89

TREES 0.2∅,6S,8H

10.95

P34

LIP DD TK BK TK BK

10.87

CONCRETE PIT

P33

TEL

P39

12.19

11.99 P32

P31

0' 1°0

12.25 SI

10.30 35 10.31 TK 10.30 10.31 10.30 10.38 10.39 10.42 10.31

P30

12.32 SI

10.

P29

SHORING WALL0.6SW1 - REFER DRG S01.111 10.54 10.53 4 TREES 0.2∅,6S,8H

11.90 LIP 12.00 TK 11.86 BK 12.00

11.58 LIP 11.68 TK 11.53 BK P28

TK LIP TK BK

STREET

P27

P26

WALKER STREET

P25

12.20 12.19 12.31 12.17

GUTTER

P24

12.14

P23

FOOTPATH

P22

11.12

P21

10.89

P20

10.76

10.93

10.43

P19

12.20 12.18

P18

11.56

10.12 0.2∅,6S,8H

P17

12.

10.16

P16

12.19

TK 1 BK 2 12. .07 12 12.17 12.13 TK 11.99 BK 12.00 LIP 12.12 TK 11.98 BK

11.48 11.41 11.35 11.29

P15

12.12

11.17 TK 11.27

P14

10.80 TK 10.70

P13

10.72 TK 10.62

P12

17.85

9.96

11.11 LIP 11.22 TK 11.07 BK

10.65 LIP 10.76 TK 10.62 BK

9.84 LIP 9.95 TK 9.80 BK

9.20 LIP 9.31 TK 9.16 BK 10.86 TK 10.76 BK

STORMWATER PIT

11.93

11.60

11.30

10.89 TK 10.79

9.21 10.38

10.49 TK 10.39

10.85

112.8 P11

0.1∅,4S,6H

BANK

10.73

10.09

30"

10.00

CONCRETE

12.19 12.22 12.24

12.21

188° CONCRETE

60.35

P116

43' 10.40

9.53 0.4∅,8S,12H

9.50

12.10 FOOTHPATH

9.99 10.05

10.23 TK 10.13

P114

8°

P10

50"

11.92

11.58

12.15

TEL

10.77 10.72 10.67 10.62

P118

P117

10.80

BANK P9

44'

9.42

11.28

20.12

9.76

10.00

9.93 TK 9.83

P115

10.84

10.45 10.59

9.93

P119

9.70

9.64

9.95

10.72

GUTTER

8 12.1

12.14 HYD

11.

SHORING WALL SW4 - REFER DRG S01.114

10.37

10.06

AND

10.29

P1209.9

9.58

KERB

60.35

9.79

10.29 SEWER MANHOLE

10.26 HYD

STREET K

SHORING WALL SW2 - REFER DRG S01.112

10.41 TK 10.31 BK

10.08

TOP

BH13 TREES 0.2∅,8S,6H

10.23

9.37

9.21

9.18

P122

TREE 0.3∅,6S,12H 10.09

8.97

P6OF

FOOTHPATH

98° P5

10.11 TK 10.01 BK

9.0 0

9 .7 4 9.99

BOTTOMP4 10.11 TK 10.01

8.79

8.57

TEL 8.79

7 8.8

9.79

9.91

8.97 LIP 9.08 TK 8.93 BK

8.59 LIP 8.69 TK 8.54 BK

TK BK LIP BK TK 8.43 8.28 8.35 8.46 8.32 8.53 TEL

10.11 TK P124 10.10 10.01 10.00 9.67 10.12 TK 10.0 10.11 10.0 2 T 1 K P1239.87

10.59 10.67 10.73

9.38

8.95

P121

8.80 8.82

8P125 .95

8.78

8.44

8.8

5 10.33

15 12.

8.45

8.56 P1

CONCRETE

8.85 SI

CONCRETE

8.69 SI

8.39 8.44 8.47

8.71 SI

TREE 0.4∅,8S,12H

8.8

LIP

GAUTHORPE B

10.

8.32 SEWER MANHOLE 8 8.3 .28 L 9 I TK P B 8.17 K

M 11780 APPROX. NGL

10680 9980

700 x 700 CAPPING BEAM

7200 A4-30

A4-30

8800

8640

A4-30

A4-30 A4-30

A4-30

5200

A7-25

A4-30

A7-25

A4-30

A4-30 A7-25

A7-25

8400

A7-25

4900

A7-15

1600

7900

A7-25

6400

A7-25 A7-25

3300

A7-25

A7-25 3300

A7-25

4400

A7-25

APPROX. CLASS III SHALE

B02 RL 2700

A7-25

A7-25 A7-15

0 B03 RL -300

-1600

A7-25

7400

APPROX. CLASS IV SHALE

1700

10400

APPROX. CLASS IV SHALE

APPROX. CLASS V SHALE A7-25

A4-30

9900

A4-30

APPROX. CLASS V SHALE A4-30

A4-30

6400 B01 RL 6100

A4-30

7800

A4-30

8800

8300

8160

A4-30

9400

9090 APPROX. NGL

700 x 700 CAPPING BEAM A4-30 A4-30

A4-30

9430

11380

A7-15

1100

A7-15

0 APPROX. CLASS II/I SHALE

APPROX. CLASS II/I SHALE

A7-15

-3000

A7-15

-3000

A7-15

B04 RL -3300

A7-15

SP1

A7-15

SP1

A7-15

SP1

-6000

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

-4600

A7-15

-1400

-4400

-6000

A7-15

SP1

A3-15

SP3

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

A7-15

SP1

SP2

-7600

SP1

B05 RL -6300

B06 RL -9300

-10800 -11200 -11600 A3-15

A3-15

A3-15 APPROX. CLASS I/II SANDSTONE

-12800

P39

P37

P38

P36

P35

P33

P32

P31

P30

P29

P28

P26

P25

P24

P23

P22

P27

P20

P19

P18

P17

P16

P15

P14

P12

P11

P10

APPROX. CLASS I/II SANDSTONE

P13

-13600

P34

-13200

-14000 P2

A3-15

B07 RL -12300

A3-15

P21

-12000 A3-15

A3-15

B08 RL -15300

MINIMUM 500mm SOCKET INTO CLASS I/II SANDSTONE - TYP B09 RL -18300

SW1.2

SW1.3

S01.111

GEOTECHNICAL ENGINEER TO INSPECT EXPOSED SHALE FACE REGULARLY DURING EXCAVATION AND NOMINATE APPROPRIATE ROCK BOLTS AND SHOTCRETE AS REQUIRED TO ENSURE STABILITY AT ALL TIMES.

SITE BOUNDARY

HATCH DENOTES EXPOSED ROCK / SHALE FACE TO BE RETAINED WITH SHOTCRETE AND ROCKBOLTS TO GEOTECHNICAL ENG. DETAILS

BOUNDARY

HATCH DENOTES EXTENT OF 150mm THK SHOTCRETE BETWEEN SHORING PILES

SITE BOUNDARY

HATCH DENOTES EXTENT OF 180mm THK SHOTCRETE BETWEEN SHORING PILES

BOUNDARY

SHORING WALL SW1 L01 RL 11500

APPROX. NGL

L01 RL 11500

APPROX. CLASS V SHALE

APPROX. NGL.

APPROX. CLASS V SHALE

APPROX. NGL.

APPROX. CLASS IV SHALE

APPROX. CLASS V SHALE

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWING S01.101 - SITE RETENTION PLAN FOR SHORING PILE SETOUT DIMENSIONS AND GROUND ANCHOR HORIZONTAL DEFLECTION ANGLES.

BOUNDARY

SW1.1 S01.111

APPROX. CLASS IV SHALE

B01 RL 6100

APPROX. CLASS IV SHALE

B01 RL 6100

APPROX. CLASS III SHALE (WT)

GROUND ANCHOR TAGS

APPROX. CLASS III SHALE

B02 RL 2700

(WT)

APPROX. CLASS III SHALE

B02 RL 2700

A3-30

APPROX. WATER TABLE (WT)

DENOTES DECLINATION ANGLE DENOTES NUMBER OF STRANDS

B03 RL -300

APPROX. CLASS II/I SHALE

B03 RL -300

APPROX. CLASS II/I SHALE

B03 RL -300

APPROX. CLASS II/I SHALE

SHORING PILE SCHEDULE MARK

DIA.

VERT. BARS

TIES

CONC GRADE

COVER

SP1 SP2 SP3

600 600 600

6 N28 8 N28 8 N28

N16-200 N16-150 N16-200

40 MPa 40 MPa 65 MPa

60 60 60

5 7

SHORING WALL SW1

SHORING WALL SW3

B04 RL -3300

B05 RL -6300

B06 RL -9300

SHORING WALL SW2

SHORING WALL SW4

B04 RL -3300

45°

APPROX. CLASS I/II SANDSTONE B07 RL -12300

B07 RL -12300

B08 RL -15300

B09 RL -18300

APPROX. CLASS II/I SANDSTONE

APPROX. CLASS II/I SANDSTONE MINIMUM 500mm SOCKET INTO CLASS I/II SANDSTONE - TYP

SHORING KEY PLAN SCALE 1 : 1000

SECTION

SW1.1

SECTION

SW1.2

SECTION

SW1.3

SCALE 1 : 100

S01.111

SCALE 1 : 100

S01.111

SCALE 1 : 100

S01.111

ISSUED FOR CONSTRUCTION 02 1

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

24.01.20 16.01.20

P01

10.12.19

REV

DATE

ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

AV KS

ISSUED FOR TENDER

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S01.111 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

SHORING WALL SW1 ELEVATION AND SECTIONS

DRAWN BY:

October.2019 SCALE:

1:100, 1:1000 @ A0

SIZE:

REV:

24/01/2020 12:06:09 PM

B04 RL -3300

SW2.1 S01.112

SW2.2

11690

S01.112

11400 10750 APPROX. NGL

1200 x 700 CAPPING BEAM

9700

A4-30

10070

APPROX. CLASS V SHALE

700 x 700 CAPPING BEAM

A4-30

9000

A7-25

6400

APPROX. CLASS IV SHALE

6400

A7-25

B01 RL 6100

A7-25

B01 RL 6100

APPROX. CLASS III SHALE

3000

A7-25

B02 RL 2700

A7-25

3000

A7-25

B02 RL 2700

APPROX. CLASS II/I SHALE

A7-15

B03 RL -300

-3000

A7-15

-3000

A7-15

B04 RL -3300

-6000

A7-15

-6000

A7-15

SP2

SP1

SP3

B05 RL -6300

SP3

B05 RL -6300

B06 RL -9300

-10800

A3-15

-11200

A3-15

-11600 A3-15

A3-15

A3-15 A3-15

B07 RL -12300

-12800

A3-15

-12000

A3-15

B07 RL -12300

APPROX. CLASS I/II SANDSTONE

-13200

B08 RL -15300

P63

P62

P61

P60

P59

P58

P57

P56

P55

P54

P52

P53

-14000 P51

P50

P49

P48

P47

P46

P45

-13600

B08 RL -15300

MINIMUM 500mm SOCKET INTO CLASS I/II SANDSTONE - TYP

B09 RL -18300

VARIES (36.5m MINIMUM)

APPROX. NGL.

APPROX. CLASS IV SHALE

HATCH DENOTES EXTENT OF 180mm THK SHOTCRETE BETWEEN SHORING PILES

HATCH DENOTES EXTENT OF 150mm THK SHOTCRETE BETWEEN SHORING PILES

APPROX. NGL.

RAIL CORRIDOR BOUNDARY

APPROX. CLASS V SHALE

SHORING WALL SW2

L01 RL 11500

HATCH DENOTES EXPOSED ROCK / SHALE FACE TO BE RETAINED WITH SHOTCRETE AND ROCKBOLTS TO GEOTECHNICAL ENG. DETAILS

B01 RL 6100

APPROX. CLASS V SHALE APPROX. CLASS IV SHALE

APPROX. CLASS III SHALE B01 RL 6100

APPROX. CLASS III SHALE

GEOTECHNICAL ENGINEER TO INSPECT EXPOSED SHALE FACE REGULARLY DURING EXCAVATION AND NOMINATE APPROPRIATE ROCK BOLTS AND SHOTCRETE AS REQUIRED TO ENSURE STABILITY AT ALL TIMES.

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWING S01.101 - SITE RETENTION PLAN FOR SHORING PILE SETOUT DIMENSIONS AND GROUND ANCHOR HORIZONTAL DEFLECTION ANGLES.

RAIL CORRIDOR BOUNDARY

L01 RL 11500

CL RELIEF TRACK

SITE BOUNDARY

P44

P43

P42

P41

P39

P40

-21100

APPROX. CLASS II/I SHALE

B02 RL 2700

B03 RL -300

B04 RL -3300

APPROX. CLASS II/I SHALE

GROUND ANCHOR TAGS

A3-30

NO ANCHORS TO EXTEND BEYOND THE RAIL CORRIDOR BOUNDARY

DENOTES DECLINATION ANGLE DENOTES NUMBER OF STRANDS

SHORING PILE SCHEDULE MARK

DIA.

VERT. BARS

TIES

CONC GRADE

COVER

SP1 SP2 SP3

600 600 600

6 N28 8 N28 8 N28

N16-200 N16-150 N16-200

40 MPa 40 MPa 65 MPa

60 60 60

NO ANCHORS TO EXTEND BEYOND THE RAIL CORRIDOR BOUNDARY

B05 RL -6300

B06 RL -9300

45°

B07 RL -12300

5 7

SHORING WALL SW2

SHORING WALL SW4

SHORING WALL SW1

B07 RL -12300

MINIMUM 500mm SOCKET INTO CLASS I/II SANDSTONE - TYP

APPROX. CLASS I/II SANDSTONE

SHORING WALL SW3

B08 RL -15300

B09 RL -18300

SHORING KEY PLAN SCALE 1 : 1000

SECTION

SW2.1

SECTION

SW2.2

SCALE 1 : 100

S01.112

SCALE 1 : 100

S01.112

ISSUED FOR CONSTRUCTION 02 1

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

24.01.20 16.01.20

P01

10.12.19

REV

DATE

ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

AV KS

ISSUED FOR TENDER

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S01.112 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

SHORING WALL SW2 ELEVATION AND SECTIONS

DRAWN BY:

October.2019 SCALE:

1:100, 1:1000 @ A0

SIZE:

REV:

24/01/2020 12:06:16 PM

45° APPROX. CLASS I/II SANDSTONE

EXTENT OF 29-33 MARQUET ST. STRUCTURE BEYOND SHOWN HATCHED SW3.1

S01.113

SW3.2

S01.113

SW3.3

S01.113

APPROX. FFL 12.30

EXTENT OF 24 WALKER ST. BASEMENT STRUCTURE BEYOND

10400

10740

10070

APPROX. NGL

9500

700 x 700 CAPPING BEAM

700 x 700 CAPPING BEAM A3-30

A3-30

9200

A6-25

6700

A3-30

APPROX. CLASS V SHALE

A6-25

6300 A6-20

A6-20

A6-25

A6-25 A6-25

A6-25

APPROX. CLASS IV SHALE

B01 RL 6100

4600

A6-20

A6-25

A7-25

APPROX. CLASS III SHALE

APPROX. CLASS II/I SHALE B02 RL 2700

2000

A7-15

A7-20

A7-15

A7-20

A7-15

A7-25

3700

A7-20

400

A7-20

A7-15

B03 RL -300

-2000

A6-25

A6-20

APPROX. CLASS II/I SHALE

A7-15

A7-15 A7-15

A7-15

-2600

A7-15

-5600

A7-15

-8600

B04 RL -3300

A7-10

A3-15

B07 RL -12300

P101

P100

P99

P98

P97

P96

P95

P94

P93

P92

P91

P90

P89

P88

P87

P86

P85

P84

P83

P82

P81

P80

P79

P78

P77

-13600

P76

P75

P74

P73

P72

P71

P70

P69

P68

P67

P66

P65

P64

P63

-14000

APPROX. CLASS I/II SANDSTONE

A3-15

APPROX. CLASS I/II SANDSTONE

-11600

A3-15

P106

A3-15

P105

A3-15

P104

SP2

A3-15

P103

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

-12000

SP2

B06 RL -9300

SP2

A7-10

SP1

A7-10

SP1

A7-10

SP1

A7-10

SP1

A7-10

A7-15

A7-10

P102

A4-10

A7-15

A7-10

SP1

A4-10

A7-15

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A4-10

A6-10

A7-10

SP1

A6-10

A7-10

SP1

-9000

A6-10

A7-10

SP1

B05 RL -6300

MINIMUM 500mm SOCKET INTO CLASS I/II SANDSTONE - TYP

B08 RL -15300

HATCH DENOTES EXTENT OF 150mm THK SHOTCRETE BETWEEN SHORING PILES

GEOTECHNICAL ENGINEER TO INSPECT EXPOSED SHALE FACE REGULARLY DURING EXCAVATION AND NOMINATE APPROPRIATE ROCK BOLTS AND SHOTCRETE AS REQUIRED TO ENSURE STABILITY AT ALL TIMES.

HATCH DENOTES EXPOSED ROCK / SHALE FACE TO BE RETAINED WITH SHOTCRETE AND ROCKBOLTS TO GEOTECHNICAL ENG. DETAILS

L01 RL 11500

APPROX. NGL.

SITE BOUNDARY

HATCH DENOTES EXTENT OF 180mm THK SHOTCRETE BETWEEN SHORING PILES

L01 RL 11500

SITE BOUNDARY

SHORING WALL SW3

SITE BOUNDARY

B09 RL -18300

L01 RL 11500

APPROX. NGL.

APPROX. CLASS V SHALE

APPROX. CLASS IV SHALE

24 WALKER STREET BASEMENTS

APPROX. CLASS IV SHALE

B01 RL 6100

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWING S01.101 - SITE RETENTION PLAN FOR SHORING PILE SETOUT DIMENSIONS AND GROUND ANCHOR HORIZONTAL DEFLECTION ANGLES.

APPROX. CLASS V SHALE

APPROX. CLASS III SHALE

B01 RL 6100

B02 RL 2700

SHALE APPROX. CLASS II/I

B02 RL 2700

APPROX. CLASS II/I SHALE

GROUND ANCHOR TAGS

APPROX. CLASS III SHALE

A3-30 DENOTES DECLINATION ANGLE DENOTES NUMBER OF STRANDS

B03 RL -300

B04 RL -3300

B05 RL -6300

B06 RL -9300

SHORING PILE SCHEDULE MARK

DIA.

VERT. BARS

TIES

CONC GRADE

COVER

SP1 SP2 SP3

600 600 600

6 N28 8 N28 8 N28

N16-200 N16-150 N16-200

40 MPa 40 MPa 65 MPa

60 60 60

5 7

SHORING WALL SW1 SHORING WALL SW2

SHORING WALL SW4

SHORING WALL SW3

APPROX. CLASS II/I SHALE

45°

45° B07 RL -12300

B07 RL -12300

B08 RL -15300

B09 RL -18300

APPROX. CLASS II/I SANDSTONE

APPROX. CLASS II/I SANDSTONE MINIMUM 500mm SOCKET INTO CLASS I/II SANDSTONE - TYP

SHORING KEY PLAN SCALE 1 : 1000

SECTION

SW3.1

SECTION

SW3.2

SCALE 1 : 100

S01.113

SCALE 1 : 100

S01.113

SW3.3

SCALE 1 : 100

S01.113

DRG NUMBER:

JOB NUMBER:

ISSUED FOR CONSTRUCTION 02 1

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

SECTION

24.01.20 16.01.20

P01

10.12.19

REV

DATE

ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

AV KS

ISSUED FOR TENDER

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S01.113 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

SHORING WALL SW3 ELEVATION AND SECTIONS

DRAWN BY:

October.2019 SCALE:

1:100, 1:1000 @ A0

SIZE:

REV:

24/01/2020 12:06:28 PM

-7000

A7-10

SP1

A7-10

SP2

-5000

SW4.1

SW4.2

S01.114

10740

S01.114

10510

10140

APPROX. NGL

9500 A4-30

A4-30

8800

A4-30

8930

A4-30 A4-30

A4-30

700 x 700 CAPPING BEAM A4-30 A4-30

A4-30

8300

8160 A4-30

A4-30

APPROX. CLASS V SHALE

6300

A6-25

7800 A4-30

A6-25

A4-30

7200

A4-30

A6-25 B01 RL 6100

APPROX. CLASS IV SHALE

A7-25

A6-25

4700

A7-25

3000 B02 RL 2700

APPROX. CLASS III SHALE

A7-20

B03 RL -300

APPROX. CLASS II/I SHALE A7-15

A7-15

-3000

A7-15

B04 RL -3300

A7-15

-6000

A7-15

B05 RL -6300

A7-15

-9000

A7-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15

SP2

A3-15 -11600

SP2

B06 RL -9300

-12000 B07 RL -12300

APPROX. CLASS I/II SANDSTONE

-13600

P125

P124

P123

P122

P121

P120

P119

P118

P117

P116

P115

P114

P113

P112

P111

P110

P109

P108

P107

P106

-14000

B08 RL -15300

MINIMUM 500mm SOCKET INTO CLASS I/II SANDSTONE - TYP

B09 RL -18300

L01 RL 11500

APPROX. NGL.

APPROX. CLASS V SHALE

GEOTECHNICAL ENGINEER TO INSPECT EXPOSED SHALE FACE REGULARLY DURING EXCAVATION AND NOMINATE APPROPRIATE ROCK BOLTS AND SHOTCRETE AS REQUIRED TO ENSURE STABILITY AT ALL TIMES.

L01 RL 11500

BOUNDARY

HATCH DENOTES EXPOSED ROCK / SHALE FACE TO BE RETAINED WITH SHOTCRETE AND ROCKBOLTS TO GEOTECHNICAL ENG. DETAILS

SITE BOUNDARY

HATCH DENOTES EXTENT OF 150mm THK SHOTCRETE BETWEEN SHORING PILES

SITE BOUNDARY

HATCH DENOTES EXTENT OF 180mm THK SHOTCRETE BETWEEN SHORING PILES

BOUNDARY

SHORING WALL SW4

APPROX. NGL.

APPROX. CLASS V SHALE

APPROX. CLASS IV SHALE

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWING S01.101 - SITE RETENTION PLAN FOR SHORING PILE SETOUT DIMENSIONS AND GROUND ANCHOR HORIZONTAL DEFLECTION ANGLES.

B01 RL 6100

APPROX. CLASS IV SHALE

APPROX. CLASS III SHALE

GROUND ANCHOR TAGS B02 RL 2700

B02 RL 2700

APPROX. CLASS III SHALE

A3-30 DENOTES DECLINATION ANGLE DENOTES NUMBER OF STRANDS

RL 0.00 RL 0

B03 RL -300

APPROX. CLASS II/I SHALE

SHORING PILE SCHEDULE MARK

DIA.

VERT. BARS

TIES

CONC GRADE

COVER

SP1 SP2 SP3

600 600 600

6 N28 8 N28 8 N28

N16-200 N16-150 N16-200

40 MPa 40 MPa 65 MPa

60 60 60

5 7

SHORING WALL SW1

SHORING WALL SW3

B05 RL -6300

B06 RL -9300

SHORING WALL SW2

SHORING WALL SW4

B04 RL -3300

45°

45° B07 RL -12300

APPROX. CLASS II/I SANDSTONE

B07 RL -12300

APPROX. CLASS II/I SANDSTONE

MINIMUM 500mm SOCKET INTO CLASS I/II SANDSTONE - TYP B08 RL -15300

B08 RL -15300

B09 RL -18300

SHORING KEY PLAN SCALE 1 : 1000

SECTION

SW4.1

SCALE 1 : 100

S01.114

SECTION

SW4.2

SCALE 1 : 100

S01.114

ISSUED FOR CONSTRUCTION 02 1

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

24.01.20 16.01.20

P01

10.12.19

REV

DATE

ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

AV KS

ISSUED FOR TENDER

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S01.114 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

SHORING WALL SW4 ELEVATION AND SECTIONS

DRAWN BY:

October.2019 SCALE:

1:100, 1:1000 @ A0

SIZE:

REV:

24/01/2020 12:06:35 PM

B04 RL -3300

PF4

PF3

PF4 PF4

PF4

PF1

PF4

PF3 PF1

PF4

PF4 PF3

PF1

PF5

PF4

PF1

PF4

PF1

3 PF5

PF1 PF4

PF4

PF2

PF4

PF4 PF1

PF1

2000

4 PF4

PF4

2000 PF5

PF2

PF4

PF1

1000

PF4

SF1

PF1

PF2 PF4

PF4

PF4 PF2

PF1

PF1 PF1

1500

PF4

PF1

PF3

PF1

PF1 PF4

PF4

PF3

PF2

PF4 PF3

PF6

PF4

PF3

PF4 PF4

PF4

PF2

PF4

PF4 PF4

PAD FOOTING SCHEDULE

PF4

STRIP FOOTING SCHEDULE

MARK

LENGTH

WIDTH

DEPTH

MARK

WIDTH

DEPTH

PF1 PF2 PF3 PF4 PF5 PF6

2400 2000 1800 1500 2000 2400

2400 2000 1800 800 1200 1200

1500 1500 1500 800 800 800

SF1

800

700

CONSTRUCTION CERTIFICATE NOT FOR CONSTRUCTION P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

P01 REV

01.10.19 27.09.19 DATE

ISSUED FOR CONSTRUCTION CERTIFICATE ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

KS KS BY

RHODES STAGE 2 DEVELOPMENT

abc CONSULTANTS

34 WALKER STREET RHODES NSW

structural & civil engineers

DRG NUMBER:

JOB NUMBER:

PROJECT:

19072 DESIGNED BY:

S02.010 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

September.2019

TITLE: DRAWN BY:

FOUNDATION PLAN

SIZE:

SCALE:

1:100 @ A0

REV:

P02

1/10/2019 4:17:31 PM

PF4

REFER COLUMN DETAILS FOR REINFORCEMENT

'W' WIDTH REFER TO SCHEDULE STARTER BARS TO MATCH COLUMN REINFORCEMENT (PLACED INSIDE COLUMN REINFORCEMENT)

12mm BITUMINOUS CANEITE

R10 LIGATURE 1

1 (FOR CLAY ONLY)

REFER FOOTING SCHEDULE FOR REINFORCEMENT NO COG REQUIRED TO FOOTING REINFORCEMENT WHEN DISTANCE FROM FACE OF COLUMN TO EDGE OF FOOTING IS GREATER THAN 50 BAR DIA.

'Y' BARS

R10 LIGATURE

REFER SCHEDULE

500

REFER SCHEDULE

NO DRAINAGE OR SURFACE TRENCHES TO BE LOCATED WITHIN THIS LINE

TYPICAL FOOTING DETAIL

LENGTH x WIDTH NOTE: ENSURE ALL STARTER BARS FOR WALL ARE PLACED PRIOR TO POURING FOOTING. STARTER BARS TO MATCH WALL VERTICAL REINFORCEMENT.

SECTION VIEW

NOTE: 1. ENSURE ALL STARTER BARS FOR COLUMNS AND WALLS ARE PLACED PRIOR TO POURING CONCRETE. 2. REFER TO FOUNDATION NOTES FOR BEARING MATERIAL AND MINIMUM BEARING PRESSURE.

500

NO DRAINAGE OR SURFACE TRENCHES TO BE LOCATED WITHIN THIS LINE

SCHEDULE

PLAN VIEW

(FOR CLAY ONLY)

ONLY FOUR CORNER BARS NEED TO EXTEND TO BOTTOM AND COG

REFER

REFER FOOTING SCHEDULE FOR REINFORCEMENT NO COG REQUIRED TO FOOTING REINFORCEMENT WHEN DISTANCE FROM FACE OF COLUMN TO EDGE OF FOOTING IS GREATER THAN 50 BAR DIA.

ONLY FOUR CORNER BARS NEED TO EXTEND TO BOTTOM AND COG

REFER TO SCHEDULE FOR REINFORCEMENT

LAID 2nd

1.5 1

50mm BLINDING (f'c = 15MPa)

'D' DEPTH

FOR COLUMNS WITH A CONCRETE STRENGTH EQUAL TO OR GREATER THAN 65MPa - PROVIDE 4 SETS OF LIGATURES AT 100 CTS

1.5 1

50mm BLINDING (f'c = 15MPa)

ENSURE PROPER COMPACTION ADJACENT EXCAVATION TYPICALLY

LAID 1st

FOR COLUMNS WITH A CONCRETE STRENGTH EQUAL TO OR GREATER THAN 65MPa - PROVIDE 4 SETS OF LIGATURES AT 100 CTS

R10 LIGATURE

22 BAR DIA.

REFER SCHEDULE

ENSURE PROPER COMPACTION ADJACENT EXCAVATION TYPICALLY

REFER TO PLAN FOR WALL INFORMATION

SL82 MESH TOP

'X' BARS

R10 LIGATURE

REFER TO SCHEDULE

SCABBLE

FOR STARTER BARS REFER TO COLUMN DETAILS

'L' LENGTH

MINIMUM

40 BAR DIA.

REFER PLAN

12mm BITUMINOUS CANEITE

FOR DOWNPIPE

AS REQUIRED

SCABBLE

22 BAR DIA.

MINIMUM

40 BAR DIA.

50 NOMINAL

STARTER BARS TO MATCH COLUMN REINFORCEMENT (PLACED INSIDE COLUMN REINFORCEMENT)

REFER SCEHDULE

REFER PLAN

CONTINUE MOISTURE BARRIER/SAND/SCREENINGS OVER TOP OF FOOTING

REFER COLUMN DETAILS FOR REINFORCEMENT

DOWNPIPE

CONTINUE MOISTURE BARRIER/SAND/SCREENINGS OVER TOP OF FOOTING

TYPICAL PAD FOOTING DETAILS

TYPICAL FOOTING DETAIL AT DOWNPIPE

TYPICAL STRIP FOOTING DETAIL

STRIP FOOTING REINFORCEMENT TO EXTEND 500 BEYOND CENTRE OF PAD FOOTING WHERE APPLICABLE

12m BITUMINOUS CANEITE

50 NOMINAL

MINIMUM

40 BAR DIA.

STARTER BARS TO MATCH WALL REINFORCEMENT

500

CONTINUE MOISTURE BARRIER/SAND/SCREENINGS OVER TOP OF FOOTING

BOTTOM REINFORCEMENT INDICATED (TOP REINFORCEMENT SIMILAR)

REFER SCHEDULE FOR FOOTING SIZE AND REINFORCEMENT

'T' I N T E R S E C T I O N

REINFORCEMENT SPLICE DETAIL

'L' C O R N E R

CROSS INTERSECTION SIMILAR

TYPICAL STRIP FOOTING

STRIP / PAD FOOTING JUNCTION

NOTE: EACH LAYER OF TRENCH MESH IS TO BE MADE 'CONTINUOUS' BY LAPPING WHERE REQUIRED AS FOLLOWS - AT 'T' INTERSECTIONS AND '+' INTERSECTIONS - FOR THE FULL WIDTH OF THE TRENCH MESH - AT 'L' CORNERS - FOR FULL WIDTH OF TRENCH MESH - AT SPLICES WHERE NEEDED - 500mm MINIMUM

'S'

Z - BARS TO MATCH SIZE AND NUMBER OF LONGITUDINAL BARS IN FOOTING. COG 1000 MINIMUM

'D'

STEP DPETH

'D'

DPETH

STEP 'S'

PLAN VIEWS - STRIP FOOTINGS

REFER SCHEDULE FOR REINFORCEMENT

1.5 x D

'S' LESS THAN OR EQUAL TO 200mm

'S' GREATER THAN 'D' BUT LESS THAN 1.5 x 'D'

STRIP FOOTING STEPPING DETAILS REFER TO CORE WALL ELEVATIONS FOR REINFORCEMENT DETAILS

400 N20-200 E.F. U.N.O.

FILL VOIDS WITH CEMENT STABILIZED SAND, USE NO FINES CONCRETE, ENSURE NO VOIDS fc' = 15MPa

200

FALL TO SUMP

FILL VOIDS WITH CEMENT STABILIZED SAND, USE NO FINES CONCRETE, ENSURE NO VOIDS fc' = 15MPa PROVIDE CONTINUOUS BENTONITE WATERSTOP INSTALLED TO MANUFACTURERS DETAILS AND SPECIFICATIONS. TYPICAL.

REFER TO RELEVANT CORE BASE DRAWING FOR REINFORCEMENT DETAILS

400

FILL VOIDS WITH CEMENT STABILIZED SAND, USE NO FINES CONCRETE, ENSURE NO VOIDS fc' = 15MPa

REFER TO RELEVANT CORE BASE DRAWING FOR REINFORCEMENT DETAILS

N20-200 E.F. U.N.O.

200

REFER PLAN

MIN

DAMP-PROOF MEMBRANE ON 50mm MIN SAND BED. TYPICAL.

N20-200 E.F. U.N.O.

FALL TO SUMP

300

REFER PLAN

MIN

400

MIN

FILL VOIDS WITH CEMENT STABILIZED SAND, USE NO FINES CONCRETE, ENSURE NO VOIDS fc' = 15MPa

NOTE: 1. 2.

300

ENSURE ALL STARTER BARS FOR WALLS ARE PLACED PRIOR TO POURING CONCRETE. REFER TO FOUNDATION NOTES FOR BEARING MATERIAL AND MINIMUM BEARING PRESSURE.

MIN

N20-200 E.F. U.N.O.

DAMP-PROOF MEMBRANE ON 50mm MIN SAND BED. TYPICAL.

300

VERTICAL L-BARS TO BE N20-200 MIN OR MATCH MAIN WALL REINFORCEMENT

MIN

200

PLAN

WATER PROOF MEMBRANE, TO OTHERS DETAILS

FULLY SCABBLE AND CLEAN CONSTRUCTION JOINT. APPLY BONDING AGENT TO ALL CONTACT SURFACES. TYPICAL

200

REFER

LIFT ENGINEERS DETAILS LIFT ENGINEERS DETAILS

LIFT ENGINEERS DETAILS DEPTH OF LIFT PIT TO

WIDTH OF LIFT PIT TO

REFER TO BASEMENT SLAB ON GROUND PLAN FOR REINFORCEMENT DETAILS

MIN

FULLY SCABBLE AND CLEAN CONSTRUCTION JOINT. APPLY BONDING AGENT TO ALL CONTACT SURFACES. TYPICAL

600 MIN LAP

PROVIDE CONTINUOUS BENTONITE WATERSTOP INSTALLED TO MANUFACTURERS DETAILS AND SPECIFICATIONS. TYPICAL.

200

WIDTH OF LIFT PIT TO

LIFT ENGINEERS DETAILS

600 MIN LAP

400

DEPTH OF LIFT PIT TO

FULLY SCABBLE AND CLEAN CONSTRUCTION JOINT. APPLY BONDING AGENT TO ALL CONTACT SURFACES. TYPICAL

TYPICAL STAIR BASE DETAIL 1:20

REFER TO RELEVANT CORE BASE DRAWING FOR REINFORCEMENT DETAILS

NOTE: 1. 2. 3.

300SQ x 300 DEEP MAX. SUMP PIT. TO THE DETAILS OF THE LIFT CONSULTANT

REFER TO RELEVANT CORE BASE DRAWING FOR REINFORCEMENT DETAILS

NOTE: 1.

ENSURE ALL STARTER BARS FOR WALLS ARE PLACED PRIOR TO POURING CONCRETE. REFER TO FOUNDATION NOTES FOR BEARING MATERIAL AND MINIMUM BEARING PRESSURE. DEPTH OF PIT TO THE DETAILS OF THE LIFT CONSULTANT.

2. 3.

TYPICAL LIFT CORE BASE DETAIL

TYPICAL LIFT CORE/ STAIR BASE DETAIL

1:20

CONSTRUCTION CERTIFICATE NOT FOR CONSTRUCTION P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

P01 REV

01.10.19 27.09.19 DATE

ISSUED FOR CONSTRUCTION CERTIFICATE ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

KS KS BY

RHODES STAGE 2 DEVELOPMENT

abc CONSULTANTS

34 WALKER STREET RHODES NSW

structural & civil engineers

DRG NUMBER:

JOB NUMBER:

PROJECT:

19072 DESIGNED BY:

S02.015 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

September.2019

TITLE: DRAWN BY:

FOUNDATION DETAILS

SIZE:

SCALE:

1:20 @ A0

REV:

P02

1/10/2019 4:17:35 PM

VERTICAL L-BARS TO BE N20-200 MIN OR MATCH MAIN WALL REINFORCEMENT

DRAWINGS FOR CORE WALL SETOUT

REFER TO CORE ELEVATIONS FOR MINIMUM LAP LENGTHS

WATER PROOF MEMBRANE, TO OTHERS DETAILS

REFER TO ARCHITECTURAL

REFER TO CORE WALL ELEVATIONS FOR REINFORCEMENT DETAILS

TYPE W03 350 x 300W BEAM

350 x 300W BEAM

27 -2 1

26 -2 1

32 -2 1 BC

18 -2 1

31 -2 1

25 -2 1 BC

24 -2 1 BC

23 -2 1 BC

22 -2 1 BC

20 -2 1 BC

350 x 300W BEAM

30 -0 6 BC

29 -0 8 BC

350 PT

21 -0 4

19 -0 2

28 -0 6

14 -2 1

350 x 300W BEAM

15 -2 1

16 -2 1

13 -2 1

12 -2 1

11 -2 1

10 -2 1

09 -2 1

08 -2 1

07 -2 1

04 -2 1

06 -2 1

05 -2 1

03 -2 1

TYPE W03

02 -2 1

01 -2 1

33 -2 1 BC CORBEL

250 PT

51 -2 1

52 -2 1

55 -7 2

64 -2 1

500 x 2400W BEAM

65 -2 1

500 x 2400W BEAM

49 -2 1

48 -1 0 BC

47 -1 0 BC

46 -7 3 BC

45 -2 1

44 -2 1 BC

43 -0 9 BC

41 -2 1

40 -2 2 BC

42 -2 1

50 -2 1

POUR 2

39 -2 1

38 -0 6 BC

37 -0 2

250 PT

POUR 6

36 -2 1

POUR 4

PMJ

CORBEL

TMJ

35 -1 0

34 -0 2

17 -2 1

350 x 300W BEAM

TMJ

62 -0 6

61 -2 1

67 -0 4

60 -2 1

PMJ

CORBEL

500 x 2400W BEAM

57 -2 1 BC

56 -2 1 BC

E-W5

TMJ

RAMP UP

250 PT

D-W6

250 PT

95 -2 1 BC

11 504 BC

11 206 11 101

11 021

10 921 BC

10 809 BC

10 721 BC

10 621 BC

POUR 1

350 PT

13 321 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

12 801 BC

500 x 2400W BEAM

PMJ CORBEL

12 721 BC

12 621

12 421 BC

12 321 BC

12 123

SUSPENDED SLAB

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

PROVIDE STAINLESS STEEL GUTTERS AND DRIP GROOVES TO SLABS EXPOSED TO WEATHER AT ALL CONSTRUCTION AND MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS DETAILS ALL DRIP GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS DETAIL. PT CONTRACTOR TO DESIGN SLAB FOR A WORKING AXIAL LOAD, REFER PLANS. FOR ADDITIONAL NON-STRUCTURAL BLOCK WALL LOCATIONS REFER TO ARCHITECTS DRAWINGS. PT CONTRACTOR TO ALLOW FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. REFER TO ARCHITECTS DRAWINGS FOR FALL DETAILS FORMWORKER TO REFER TO DRAWINGS FOR TEMPORARY LOADING PLATFORM FOR LOCATION OF ADDITIONAL SLAB PENETRATIONS REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR LOCATIONS OF TEMPORARY PLATFORM SUPPORTS.

4. 5. 6.

15 021 BC

14 921 BC

14 821 BC

14 721 BC

14 621 BC

14 521 BC

14 421 BC

14 321 BC

14 221

CAST-IN CONDUITS NOT TO BE PLACED WITHIN 1200 RADIUS OF EACH CORNER OF THE CORES WHERE NO DROP PANELS AND NOT WITHIN 1000 RADIUS OF ANY COLUMN. REINFORCEMENT AND POST-TENSIONING SHALL TAKE PRIORITY OVER CAST-IN CONDUITS AND OTHER NON-STRUCTURAL CASTINS. IF CLASHES OCCUR CONDUITS TO BE RELOCATED TO APPROVAL OF ENGINEER. ELSE LOCATED UNDER SLAB. ELECTRICAL CONDUITS TO BE LAID WITH MINIMUM OF 75 CLEARANCE BETWEEN SINGLE CONDUITS. MINIMUM 300 CLEARANCE BETWEEN 50 DIA. HYDRAULIC CONDUITS. CONDUIT CROSS OVERS SHALL BE AVOIDED WHEREVER POSSIBLE. CAST-IN CONDUITS NOT TO BE LOCATED NEAR POST-TENSIONING ANCHORAGES. CONDUITS TO TURN UP OUT OF SLAB AT RIGHT ANGLES.

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

SLAB DESIGN NOTES SCALE 1 : 1

14 121 BC

14 021 BC

13 921 BC

13 801

13 721

MAX SIZE AGG. mm

13 601

13 501

STRENGTH f'c

P06

03.04.20

ISSUED FOR PRELIMINARY INFORMATION

P05

05.03.20

ISSUED FOR PRELIMINARY INFORMATION

P04 P03

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

20.12.19 27.11.19

P02

01.10.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

KS AV

ISSUED FOR CONSTRUCTION CERTIFICATE

REVISION DESCRIPTION

DRG NUMBER:

JOB NUMBER:

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.040 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 06 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P06

3/04/2020 6:15:34 PM

ELEMENT CONCRETE QUALITY

13 421

TMJ

12 021

11 923

63 -2 1

12 509

11 821

CORBEL

10 048

PMJ

11 721

11 306

15 121

10 521

POUR 5

BC 500 x 2400W BEAM

12 221 BC 98 -0 3 BC

RAMP UP

10 421

10 333 BC

97 -0 3 BC

POUR 3

11 621

11 408

99 -7 4

250 PT

TYPE W04

BC 93 -0 4

92 -0 6

TYPE W04

10 221

10 121

TYPE W04

450 PT

91 -0 1

PMJ

90 -2 1

89 -2 1 BC

88 -0 9 BC

87 -2 1 BC

86 -2 1 BC

85 -2 1

84 -7 2

94 -0 6

83 -4 5

82 -2 1

E-W3

D-W3

96 -2 1

80 -0 6 BC

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

PMJ

D-W7

81 -2 1

79 -0 4 BC

E-W6

78 -2 1

77 -2 1 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1

CORBEL

72 -7 2

73 -2 1 BC

D-W2

D-W8

D-W4

70 -3 9

69 -2 1

D-W5

71 -7 2

D-W9

E-W1

54 -4 5 BC

58 -2 1

53 -2 1 BC

TMJ

59 -0 9

TMJ

D-W1

68 -2 1

TMJ

15 -2 1

14 -2 1

13 -2 1

16 -2 1

12 -2 1

11 -2 1

10 -2 1

09 -2 1

08 -2 1

07 -2 1

06 -2 1

05 -2 1 BC

04 -2 1 BC

01 -2 1

TYPE W03

03 -2 1

02 -2 1

TYPE W03 350 x 300W BEAM

30 -0 6 BC

29 -0 8 BC

350 x 300W BEAM

18 -2 1

31 -2 1

32 -2 1

27 -2 1

26 -2 1 BC

25 -2 1 BC

24 -2 1 BC

23 -2 1 BC

22 -2 1

20 -2 1

BC 350 x 300W BEAM

350 PT

21 -0 4

19 -0 2

350 PT

28 -0 6

350 x 300W BEAM

33 -2 1

500 x 2400W BEAM

250 PT

POUR 2

POUR 6

52 -2 1 BC

51 -2 1

55 -7 2

65 -2 1

49 -2 1

50 -2 1

48 -1 0 BC

47 -1 0 BC

46 -7 3 BC

45 -2 1

44 -2 1 BC

43 -0 9

42 -2 1

41 -2 1 BC

64 -2 1

40 -2 2

500 x 2400W BEAM

39 -2 1

37 -0 2 BC

36 -2 1

38 -0 6

POUR 4

CORBEL

TMJ

250 PT

PMJ

CORBEL

35 -1 0 BC

34 -0 2

17 -2 1

350 x 300W BEAM

68 -2 1

62 -0 6

PMJ

61 -2 1 BC

60 -2 1 BC

58 -2 1

57 -2 1

56 -2 1

54 -4 5

TMJ

59 -0 9

TMJ

D-W1

53 -2 1

TMJ

67 -0 4

TMJ

81 -2 1 BC

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

80 -0 6

79 -0 4 BC

78 -2 1

77 -2 1 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1

E-W6

72 -7 2

73 -2 1 BC

D-W2

D-W8

D-W4

70 -3 9

69 -2 1

D-W5

71 -7 2

D-W9

CORBEL

500 x 2400W BEAM

E-W1

PMJ

D-W7

CORBEL

250 PT RAMP UP

TMJ

E-W5

94 -0 6 BC 93 -0 4 92 -0 6 BC

TYPE W02

TYPE W04

10 221

10 121 BC

TYPE W04

91 -0 1

PMJ

90 -2 1

89 -2 1 BC

88 -0 9 BC

87 -2 1

86 -2 1

85 -2 1

84 -7 2 BC

D-W3

95 -2 1

E-W3

500 x 2400W BEAM

83 -4 5

82 -2 1

D-W6

BC RAMP UP

11 206

11 101 BC

PMJ

350 PT 11 721

11 306

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

13 321 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

12 801

PMJ

12 721 BC

12 621

12 421

15 021 BC

14 921 BC

14 821 BC

14 721 BC

14 621 BC

14 521 BC

14 421 BC

14 321 BC

14 221 BC

14 121 BC

14 021 BC

13 921

CORBEL

13 801 BC

13 721

SLAB DESIGN NOTES

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.050 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 05 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:15:48 PM

STRENGTH f'c

13 501

13 601

TMJ SUSPENDED SLAB

13 421 BC ELEMENT CONCRETE QUALITY

12 123 BC

12 021

11 923

12 321

63 -2 1

12 509

11 821

CORBEL

500 x 2400W BEAM

10 048

PMJ

15 121

98 -0 3

11 504

POUR 1

11 021

10 921 BC

10 809 BC

10 621 BC

10 521 BC

12 221

10 721

POUR 5

10 421

10 333 BC

97 -0 3

POUR 3

11 621

250 PT

TYPE W04

96 -2 1

TYPE W04

11 408

99 -7 4

250 PT

700

MIN.

TYPE W03

350 x 300W BEAM

16 -2 1

14 -2 1

13 -2 1 BC

12 -2 1

11 -2 1

10 -2 1

09 -2 1

08 -2 1

07 -2 1

06 -2 1

04 -2 1

05 -2 1

02 -2 1 BC

TYPE W03

03 -2 1

01 -2 1

30 -0 6 BC

29 -0 8

350 x 300W BEAM

31 -2 1

32 -2 1

27 -2 1

26 -2 1 BC

25 -2 1 BC

24 -2 1 BC

23 -2 1 BC

22 -2 1

350 x 300W BEAM

20 -2 1

350 PT

21 -0 4

19 -0 2

28 -0 6

15 -2 1

350 x 300W BEAM

33 -2 1 BC 52 -2 1 BC

65 -2 1 BC

68 -2 1

500 x 2400W BEAM

81 -2 1 BC

BC E-W2

E-W7

E-W9

E-W10

E-W4

E-W8

80 -0 6

79 -0 4 BC

78 -2 1

77 -2 1 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1 BC

73 -2 1 D-W7

E-W6

72 -7 2

500 x 2400W BEAM

D-W2

D-W4

PMJ

TMJ

RAMP UP

CORBEL

E-W5

D-W6

E-W3

83 -4 5

95 -2 1

PMJ

90 -2 1

89 -2 1 BC

88 -0 9 BC

87 -2 1

86 -2 1

85 -2 1

84 -7 2

94 -0 6

82 -2 1

E-W1

PMJ

CORBEL

BC D-W5

70 -3 9

69 -2 1 BC

D-W8

BC 62 -0 6

60 -2 1

59 -0 9

BC 71 -7 2

58 -2 1

57 -2 1 BC

56 -2 1 BC

D-W9

TMJ

61 -2 1

TMJ

D-W1

54 -4 5

53 -2 1

TMJ

67 -0 4

55 -7 2

64 -2 1

49 -2 1

51 -2 1

50 -2 1

46 -7 3

47 -1 0

48 -1 0

POUR 2

45 -2 1

44 -2 1 BC

43 -0 9

42 -2 1

41 -2 1 BC

40 -2 2

BC 500 x 2400W BEAM

250 PT

500 x 2400W BEAM

PMJ

CORBEL

POUR 6

39 -2 1

38 -0 6

37 -0 2

36 -2 1

POUR 4 BC

250 PT CORBEL

250 PT

TMJ

350 PT

35 -1 0

34 -0 2

17 -2 1

18 -2 1

350 x 300W BEAM

93 -0 4 BC

92 -0 6

11 408

11 621 BC RAMP UP

11 504

11 206

POUR 1 11 101

11 021

10 921 BC

10 809 BC

10 721 BC

10 621

10 521

POUR 5

12 221

POUR 3

10 421

97 -0 3

10 333

TYPE W04

250 PT

96 -2 1

TYPE W04

99 -7 4

TYPE W02

250 PT

91 -0 1

TYPE W04

10 221

10 121 BC

TYPE W04

D-W3

15 121

98 -0 3

11 306

350 PT

SLUMP mm

CEMENT TYPE

ADMIXTURE

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

11 721 13 321

BC BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

500 x 2400W BEAM

12 801 BC

12 621 BC

12 421

12 721

12 509 BC

15 021 BC

14 921 BC

14 821 BC

14 721 BC

14 621 BC

14 521 BC

14 421 BC

14 321 BC

14 221 BC

14 121 BC

14 021 BC

13 921

CORBEL

13 801

13 721

SLAB DESIGN NOTES

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.060 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 04 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:03 PM

MAX SIZE AGG. mm

STRENGTH f'c

13 601

13 501

TMJ SUSPENDED SLAB

13 421 BC ELEMENT CONCRETE QUALITY

12 321

63 -2 1 BC

500 x 2400W BEAM

12 123 BC

12 021

11 923

11 821

CORBEL

PMJ

10 048

PMJ

TYPE W03

15 -2 1 BC

14 -2 1

13 -2 1

16 -2 1

12 -2 1

11 -2 1

10 -2 1

09 -2 1

08 -2 1

07 -2 1

06 -2 1

04 -2 1

05 -2 1

02 -2 1 BC

03 -2 1

01 -2 1

TYPE W03 350 x 300W BEAM

30 -0 6 BC

33 -2 1

350 x 300W BEAM

250 PT

51 -2 1

50 -2 1 BC

49 -2 1

46 -7 3 BC

45 -2 1

44 -2 1 BC

43 -0 9 BC

42 -2 1

41 -2 1

40 -2 2 BC

48 -1 0

47 -1 0

52 -2 1

POUR 2

39 -2 1

37 -0 2

36 -2 1

250 PT

POUR 6 38 -0 6

POUR 4 BC

500 x 2400W BEAM

CORBEL

35 -1 0 BC

34 -0 2

250 PT

TMJ

17 -2 1

31 -2 1

32 -2 1

27 -2 1

26 -2 1 BC

25 -2 1 BC

24 -2 1 BC

23 -2 1

22 -2 1

18 -2 1

20 -2 1

BC 350 x 300W BEAM

350 x 300W BEAM

350 PT

21 -0 4

19 -0 2

28 -0 6

350 PT

29 -0 8

350 x 300W BEAM

TYPE W04

65 -2 1

55 -7 2

RAMP UP

64 -2 1

500 x 2400W BEAM

PMJ

TYPE W12

250 RC TMJ

67 -0 4 BC

54 -4 5

TMJ

D-W1

TYPE W04 TYPE W04

80 -0 6 BC

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

81 -2 1

79 -0 4 BC

TYPE W04 500 x 2400W BEAM

BC PMJ

CORBEL

78 -2 1

77 -2 1 BC

PMJ

CORBEL

500 x 2400W BEAM

E-W1

E-W6

72 -7 2

E-W5

RAMP UP

TMJ

D-W7

TYPE W04

62 -0 6

61 -2 1 BC

60 -2 1 BC

59 -0 9 76 -0 9 BC

75 -2 1 BC

74 -2 1 BC

73 -2 1 BC

D-W2

D-W8

D-W4

70 -3 9

69 -2 1

D-W5

71 -7 2

D-W9

58 -2 1 BC

56 -2 1 BC

57 -2 1

53 -2 1 BC

68 -2 1

TMJ

95 -2 1

93 -0 4

11 621

11 408

11 206 BC

11 021

10 921

PMJ

10 809 BC

10 721 BC

10 621 BC

10 521

200W UPSTAND

POUR 1

POUR 5

11 504

10 421

350 PT 11 721

11 306

11 101 BC

15 121 BC

ELEMENT CONCRETE QUALITY SUSPENDED SLAB

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

500 x 2400W BEAM

13 321 BC

13 221 BC

13 121 BC

13 021

12 921

BC PMJ

12 801

12 721 BC

12 621

12 421 BC

12 321

15 021 BC

14 921 BC

14 821 BC

14 721 BC

14 621 BC

14 521 BC

14 421 BC

14 321 BC

14 221 BC

14 121 BC

14 021 BC

13 801

13 921

CORBEL

TMJ

500 x 2400W BEAM

12 123 BC 13 721

STRENGTH f'c

BC 13 601

13 501 BC

13 421

11 923

12 021

63 -2 1

12 509

11 821

CORBEL

10 048

12 221

98 -0 3

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.070 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 03 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:18 PM

POUR 3

97 -0 3

96 -2 1 BC

250 PT

TYPE W04

10 333

99 -7 4

92 -0 6

10 221

10 121 BC

TYPE W02

TYPE W04

94 -0 6

200W UPSTAND ?

91 -0 1

200W UPSTAND

PMJ

90 -2 1

89 -2 1 BC

88 -0 9 BC

87 -2 1 BC

86 -2 1 BC

E-W3

TYPE W04

250 PT

D-W3

85 -2 1

84 -7 2

83 -4 5

82 -2 1

D-W6

13 -2 1

TYPE W03 350 x 300W BEAM

16 -2 1

12 -2 1

11 -2 1

10 -2 1

09 -2 1

06 -2 1

08 -2 1

05 -2 1 BC

TYPE W02

07 -2 1

03 -2 1

02 -2 1 BC

TYPE W03

04 -2 1

01 -2 1

15 -2 1 BC

14 -2 1

30 -0 6

29 -0 8 BC

350 PT

27 -2 1

26 -2 1

CORBEL

21 -0 4

PMJ

32 -2 1

350 x 300W BEAM

250 PT 33 -2 1

POUR 2 BC

51 -2 1

52 -2 1

48 -1 0 BC

47 -1 0

46 -7 3

TYPE W04

45 -2 1

44 -2 1 BC

43 -0 9 BC

42 -2 1

41 -2 1

40 -2 2 BC

39 -2 1

38 -0 6

POUR 6

37 -0 2

36 -2 1

POUR 4 BC

250 PT

TMJ

CORBEL

35 -1 0

34 -0 2

18 -2 1

250 PT

31 -2 1

600 PT 1

350 x 300W BEAM

25 -2 1 BC

24 -2 1 BC

23 -2 1 BC

350 x 300W BEAM

20 -2 1

22 -2 1

TYPE W02

28 -0 6

TYPE W02

19 -0 2

350 PT

TYPE W02

350 x 300W BEAM

250 RC

TYPE W04

64 -2 1

200W UPSTAND

55 -7 2

RAMP UP

450 PT

TYPE W04

TYPE W12

500 x 2400W BEAM

TYPE W04

TMJ

TYPE W04

TMJ

62 -0 6

68 -2 1 BC

67 -0 4

TYPE W04

61 -2 1 BC

60 -2 1 BC

58 -2 1 BC 57 -2 1

E-W1

TYPE? W04

56 -2 1 BC

CORBEL

TYPE W04

81 -2 1 BC

BC E-W7

E-W2

E-W4

E-W9

E-W10

E-W8

72 -7 2

80 -0 6

78 -2 1

77 -2 1 BC

76 -0 9 BC

75 -2 1

74 -2 1

E-W6

D-W2

D-W8

D-W4

73 -2 1

79 -0 4

D-W5

70 -3 9

69 -2 1

71 -7 2

TMJ

500 x 2400W BEAM

D-W9

59 -0 9

54 -4 5 BC

53 -2 1

TMJ

D-W1

250 PT D-W7

PMJ

CORBEL

E-W5

E-W3

95 -2 1

91 -0 1 BC

90 -2 1

89 -2 1

88 -0 9 BC

87 -2 1 BC

86 -2 1 BC

84 -7 2

85 -2 1

94 -0 6

83 -4 5

82 -2 1

D-W6

D-W3

93 -0 4 BC

92 -0 6

11 408

POUR 5

POUR 1

11 206

11 101

11 021

10 921 BC

10 809 BC

10 721

11 504

250 PT

11 621

250 PT

10 333

350 PT 11 721 BC

PMJ

SLUMP mm

CEMENT TYPE

ADMIXTURE

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

13 321 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

15 021

14 921

14 821 BC

14 721

14 621

14 221 BC

14 121 BC

14 021 BC

13 921 BC

13 801

13 721

SLAB DESIGN NOTES

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.080 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 02 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:34 PM

MAX SIZE AGG. mm

RAMP UP

STRENGTH f'c

250 RC

13 601

13 501

500 x 2400W BEAM SUSPENDED SLAB

13 421 BC ELEMENT CONCRETE QUALITY

12 801

12 721 BC

12 621

12 509 BC

12 421

12 321 BC

CORBEL

12 123

TYPE W04

12 021

11 923

63 -2 1

11 821

TMJ

CORBEL

10 048

15 121

12 221

11 306

98 -0 3

10 521

TYPE W04

10 621

450 PT

POUR 3

TYPE W04

99 -7 4 BC

250 PT

97 -0 3

96 -2 1

TYPE W04

TYPE W02

TYPE W04

500 x 2400W BEAM

TYPE W04

15 -2 1

TYPE W03

30 -0 6 BC

29 -0 8 BC

32 -2 1

31 -2 1

27 -2 1

25 -2 1 BC

24 -2 1 BC

22 -2 1

18 -2 1

33 -2 1

600 x 2400W BEAM

PMJ

POUR 2

51 -2 1

52 -2 1

48 -1 0 BC

47 -1 0 BC

TYPE W04

45 -2 1

44 -2 1 BC

43 -0 9

40 -2 2

46 -7 3

39 -2 1 BC

38 -0 6

37 -0 2

36 -2 1

250 PT

POUR 6

RAMP UP

42 -2 1

POUR 4

250 PT

CORBEL

250 PT

34 -0 2

35 -1 0

21 -0 4

20 -2 1

TYPE W02

23 -2 1

19 -0 2

28 -0 6

16 -2 1

14 -2 1

13 -2 1

12 -2 1

11 -2 1

BC BC

10 -2 1

09 -2 1

26 -2 1

08 -2 1

07 -2 1

CORBEL

T.M.J.

TYPE W02

04 -2 1 TYPE W02

06 -2 1

05 -2 1

TYPE W02

02 -2 1 BC

03 -2 1

01 -2 1

TYPE W04

TYPE W04 200W UPSTAND

TMJ

D-W1

TMJ

62 -0 6

61 -2 1 BC

60 -2 1

59 -0 9

200W UPSTAND

58 -2 1

57 -2 1 BC

500 FOLD

56 -2 1

54 -4 5

53 -2 1

TMJ

67 -0 4

TMJ

TYPE W04

68 -2 1

41 -2 1 BC

RAMP UP

55 -7 2

T.M.J.

600 x 2400W BEAM

200W UPSTAND

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

72 -7 2

81 -2 1

80 -0 6

79 -0 4 BC

78 -2 1 BC

16 521 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1 BC

71 -7 2 BC

E-W6

73 -2 1

600 x 2400W BEAM

500 x 2400W BEAM

D-W2

D-W8

70 -3 9

69 -2 1

D-W4

D-W5

D-W9

VAR IES

E-W1

250 PT D-W7

E-W3

BC 91 -0 1

93 -0 4 BC

11 408

11 621

BC 11 206 BC

11 504

11 101

TYPE W04

BC 13 221 BC

13 121 BC

13 021 BC

12 801 BC

12 621 BC

12 509 BC

12 123

500 x 2400W BEAM

12 021

11 923 BC

12 421

600 x 2400W BEAM STEP

12 721

250 PT

12 921

300 RC TMJ

11 821

ALLOW ACOUSTIC DOUBLE SLAB AND SETDOWN TO TURNTABLE. ACOUSTIC ENGINEER TBC. ALLOW 2 STAGE POUR IN ACCORADNACE WITH TURNTABLE REQUIREMENTS

500 x 2400W BEAM

TYPE W04

10 048

650 PT

11 721

500 x 2400W BEAM

98 -0 3

11 306

10 921 BC

10 809 BC

10 721 BC

10 621

10 521

10 333

600 x 2400W BEAM

POUR 1 11 021

POUR 5

TYPE W04

600 x 2400W BEAM

TMJ

TO BE REVIEWED

POUR 3

500 x 2400W BEAM

250 PT TYPE W04

TYPE W04

250 PT

99 -7 4

97 -0 3

96 -2 1 BC

BC TYPE W04

TYPE W02

TYPE W04

92 -0 6

90 -2 1

TYPE W04

16 621

88 -0 9 BC

87 -2 1 BC

86 -2 1 BC

D-W3

85 -2 1

84 -7 2

600 x 2400W BEAM

95 -2 1

94 -0 6

CORBEL

83 -4 5

82 -2 1

D-W6

600 x 2400W BEAM

PMJ

CORBEL

E-W5

250 RC

14 921

15 021

14 821

14 021

500 x 2400W BEAM

RAMP UP

13 801

13 721 BC

13 601

13 501 BC

13 421

RAMP UP

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

PROFILES TBC ONCE RECEIVED REVISED PODIUM PLANS PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.090 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 01 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:51 PM

ELEMENT CONCRETE QUALITY

TYPE W24

15 971

1400 x 2400W BEAM

30 -0 6 BC

25 -2 1

24 -2 1

700 x 2400W BEAM

23 -2 1

22 -2 1

500 x 2400W BEAM

TYPE W04

21 -0 4

28 -0 6

29 -0 8

TYPE W04

19 -0 1

700 PT

16 -2 1

250 PT

Step Step

600 RC

600 PT

700 PT

600 PT

15 771 BC

15 671 BC

15 571 BC

15 471 BC

15 371 BC

15 271

FOLD

15 871

TYPE W24

TYPE W04

16 427 BC

16 327 BC 1000 x 2400W BEAM

48 -0 8

52 -2 1

TYPE W04

51 -2 1

47 -1 0

46 -0 6

TMJ

CORBEL

600 PT

45 -2 1

44 -0 9 BC

43 -0 9 BC

41 -0 7 BC

16 221

16 121

900 x 2400W BEAM

1400 x 2400W BEAM

40 -0 7

500 x 2400W BEAM

42 -2 1

39 -2 1

38 -0 4

S te

700 PT

16 021 BC

SSL 12.200

250 PT

37 -0 2

CORBEL

250 PT

TMJ

SSL 12.200

1000 x 3000W BEAM

35 -1 0

34 -0 2

TYPE W04

250 PT

1400 x 2400W BEAM

62 -0 6

61 -2 1

60 -0 9

57 -0 7

900 x 2400W BEAM

55 -6 5

500 x 2400W BEAM

D-W1

59 -0 9

54 -4 5

67 -0 4

TYPE W04

E-W1

SSL 11.500

250 PT

D-W5

71 -6 5

Step

D-W9

E-W7

E-W2

E-W4

E-W9

E-W10

E-W8

78 -2 1 BC

72 -6 5

80 -0 6

E-W6

900 x 2400W BEAM

74 -0 7

76 -0 9

16 509

1400 x 2400W BEAM

D-W2

D-W8

D-W4

70 -3 9

500 x 2400W BEAM

79 -0 4

Step

D-W7

600 RC

St e

E-W5

SSL 10.200

S te

600 PT

250 PT 250 PT

D-W6

91 -0 1 BC

90 -2 1

16 621 BC

88 -0 9

D-W3

86 -0 7

84 -6 5

900 x 2400W BEAM

94 -0 6

83 -4 5

E-W3

11 408

11 504

TMJ

1000 x 2400W BEAM

97 -0 2

TYPE W04

250 PT CORBEL

TYPE W04

Step

99 -6 5

TYPE W04

92 -0 6

93 -0 4

300 PT

11 206 BC

11 101

11 021

10 921 BC

10 809

900 x 2400W BEAM

10 333

10 607

TYPE W04

SSL 11.500

250 PT

CORBEL

10 048

600 RC

TMJ

1000 x 3000W BEAM

98 -0 2

11 306

200W UPSTAND

250 PT 250 PT

13 121

13 021

12 921 BC

12 801 BC

12 609

RAMP UP

13 221 BC

12 123

12 421

900 x 2400W BEAM

12 021

11 923 BC

12 721

12 509

250 PT

200W UPSTAND

13 801

13 601

13 501

600 PT BC

600 PT

250 PT

TYPE W24

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW. SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW. SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

2. 3. 4.

5. 6.

4. 5. 6.

PROFILES TBC ONCE RECEIVED REVISED PODIUM PLANS PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.100 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 01 FLOOR PLAN

DRAWN BY:

September.2019 SCALE:

SIZE:

1:100 @ A0

REV:

P04

3/04/2020 7:05:18 PM

ELEMENT CONCRETE QUALITY

TYPE W24

15 971

TYPE W04

15 871 BC

15 671

15 771

TYPE W24

15 571 BC

15 471 BC

15 371 BC

15 271

TYPE W24

TYPE W04

16 221

16 121

16 021 BC

TYPE W04

BC TYPE W04

TYPE W04

300 PT SSL 17.500

TYPE W10

17 069

16 969 BC

16 869

TYPE W04

67 -0 4

55 -6 5

300 PT

16 769

250 PT SSL 17.500

51 -2 1

48 -0 8 BC

47 -1 0

BC 45 -2 1 BC

TYPE W04

44 -0 9

43 -0 9

19 207 BC

41 -0 7

40 -0 7

900 x 2400W BEAM

46 -0 6

39 -2 1

CORBEL

250 PT

1000 x 2400W BEAM

PMJ

600 PT

CORBEL

TMJ

1000 x 3000W BEAM

38 -0 4 37 -0 2

30 -0 6

25 -2 1 BC

24 -2 1 BC 35 -1 0 BC

34 -0 2 BC

29 -0 8

500 x 2400W BEAM

23 -2 1

22 -2 1

21 -0 4

28 -0 6

19 -0 1

250 PT

54 -4 5

900 x 2400W BEAM

62 -0 6 BC

59 -0 9

500 x 500W BEAM

D-W1

E-W1

71 -6 5

D-W9

500 x 500W BEAM

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

72 -6 5

D-W8

E-W6

76 -0 9

D-W2

70 -3 9

900 x 2400W BEAM

80 -0 6

79 -0 4

D-W5

D-W4

300 PT

D-W7

E-W5

300 PT SSL 17.500

D-W6

94 -0 6

17 269

88 -0 9

D-W3

91 -0 1

84 -6 5

900 x 2400W BEAM

17 169

83 -4 5

E-W3

92 -0 6

1000 x 2400W BEAM

11 408

300 PT

TYPE W04

300 PT

11 504

99 -6 5

TYPE W04

97 -0 2

93 -0 4

11 101

17 469

17 369

13 221 BC

13 121 BC

13 021 BC

12 921

12 509

900 x 2400W BEAM

12 801

PMJ

TMJ

CORBEL

300 PT CORBEL

500 PT

500 x 2400W BEAM

10 048

1000 x 3000W BEAM

11 306

10 809

10 333

900 x 2400W BEAM

98 -0 2

11 206

TYPE W04

500 PT

18 107 BC

18 007

17 907 BC

17 807 BC

17 707 BC

17 607 BC 17 507

600 PT

12 123 BC

11 923

12 021

400 PT

TYPE W24

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

PROFILES TBC ONCE RECEIVED REVISED PODIUM PLANS PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.110 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 02 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:22 PM

ELEMENT CONCRETE QUALITY

45 -2 1

TYPE W04

44 -0 9

43 -0 9 BC

19 207

41 -0 7

40 -0 7 BC

47 -1 0

39 -2 1

35 -1 0

38 -0 4

17 069

16 969

16 869

TYPE W04

16 769

250 PT

55 -6 5

TYPE W04

48 -0 8 BC

46 -0 6

62 -0 6 BC

59 -0 9

D-W1

E-W1

72 -6 5

E-W7

E-W9

E-W5

D-W7

E-W2

E-W4

E-W8

E-W10

E-W6

D-W2

D-W8

D-W4

76 -0 9

79 -0 4

71 -6 5

D-W5

D-W9

D-W6

91 -0 1

88 -0 9

E-W3

250 PT

D-W3

250 PT 11 408 BC

TYPE W04

99 -6 5

TYPE W04

11 206 BC

11 306

10 048

10 333

11 101

10 809

TYPE W04

92 -0 6

93 -0 4

84 -6 5

13 121 BC

13 021 BC

12 921 BC

12 123

18 107 BC

18 007

17 907 BC

17 807 BC

17 707 BC

17 507

17 607

12 021

12 801

12 509

250 PT

ELEMENT CONCRETE QUALITY SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES:

5. 6.

4. 5. 6.

REFER TO DRAWING S00.010 FOR GENERAL NOTES.

NOT FOR CONSTRUCTION P02 P01 REV

03.04.20 05.03.20 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.111 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 02 MEZZANINE FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P02

3/04/2020 6:17:33 PM

PRELIMINARY ISSUE

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

18 907 BC

18 807 BC

18 707

18 607

18 507

15 971 BC

18 469

18 369

15 871

15 771

15 471 BC

15 671

15 571

15 371

15 271

18 205

30 -0 6 BC

29 -0 8 BC

25 -2 1

TMJ

19 107

CORBEL

16 221

16 121

35 -1 0 BC

SSL 24.500

34 -0 2

16 021

PMJ

400 PT

19 007

24 -2 1 BC

23 -2 1

22 -2 1

21 -0 4

19 -0 1

28 -0 6

SSL 24.500

300 PT 48 -0 8

51 -2 1

47 -1 0

46 -0 6 BC

45 -2 1

SSL 24.500

44 -0 9

43 -0 9 BC

19 207 BC

41 -0 7

40 -0 7

CORBEL

37 -0 2

38 -0 4

39 -2 1

300 PT

BC 59 -0 9

62 -0 6

D-W1

54 -4 5

19 305

67 -0 4

55 -6 5

E-W7

500 x 500W BEAM

E-W9

E-W2

E-W4

E-W8

E-W10

76 -0 9

E-W6

BC 72 -6 5

80 -0 6

79 -0 4

D-W2

D-W4

D-W8

500 x 500W BEAM

D-W7

E-W5

700 x 2400W BEAM

D-W6

94 -0 6

83 -4 5

19 505

E-W3

91 -0 1 BC

88 -0 9

84 -6 5

VOID OVER MULTI COURT CENTRE BELOW

70 -3 9

19 405

D-W5

D-W9

71 -6 5

700 x 2400W BEAM

E-W1

D-W3

92 -0 6

93 -0 4

11 408

11 504

97 -0 2

TYPE W04

99 -6 5

TYPE W04

11 206 BC

11 101 BC

10 809

10 333

TYPE W04

19 728 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

12 123

Step

250 PT

PMJ

CORBEL

TMJ

17 507

18 107

18 007

17 907 BC

17 807 BC

17 707 BC

17 607

12 021

11 923

19 605

12 801

12 509

10 048

98 -0 2

11 306

SSL 21.500

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

PROFILES TBC ONCE RECEIVED REVISED PODIUM PLANS PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.120 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 03 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:46 PM

ELEMENT CONCRETE QUALITY

C3 032

C2 732

1200

C0 225

C0 121

1800 C0 469

C3 169

C2 869

1200 1200

C2 942

HOLD AWAITING POSSIBLE POOL

C3 368

2500 x 4000W BEAM

C3 249

C1 036

1000 x 3200W BEAM

C3 438

C0 869

PMJ

1000W CORBEL

C0 566

TMJ

C0 666

1200

2 1200 C0 941

1200 SSL 29.500

250 PT

1800

300 PT 250 PT + FIELDERS METAL DECK

C3 647

1500 x 3200W BEAM

C1 129

D-W1

1200

C3 769

C3 549

C1 243

SSL 29.500

C4 052

E-W7

E-W9

C1 435

E-W12

E-W2

E-W4

2000

E-W10

D-W8

E-W6 E-W8

1500 x 3200W BEAM

C3 969

C1 335

250 PT + FIELDERS METAL DECK

C3 826

D-W4

D-W5

2000 x 4800W BEAM

10 D-W

D-W9

1000W CORBEL

E-W1

E-W5

D-W 11

D-W7

1200

TMJ

SSL 29.500

250 PT + FIELDERS METAL DECK

D-W6

C1 529

E-W3

C1 643

C4 152

1500 x 3200W BEAM

D-W3

C4 329

1800

C4 569 C4 647

250 PT + FIELDERS METAL DECK

C2 625

C2 521

1500

C4 831

1200

C2 269

1800

C2 466

C2 130

C2 366

C4 726

1200 C4 467

2000 x 4000W BEAM

2400 SQ. TYP UNO

1500 x 3200W BEAM

C2 036

C1 731

PMJ

1000W CORBEL

240 0 C1 941

250 PT + FIELDERS METAL DECK

C1 869

1200

1300 x 240 0W BEAM

1200

360 0

1200

C4 244

1800

1500 x 3200W BEAM

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

2. 3. 4.

5. 6.

4. 5. 6.

PROFILES TBC ONCE RECEIVED REVISED PODIUM PLANS PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.130 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 04 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:58 PM

ELEMENT CONCRETE QUALITY

DESIGN BRIEF REPORT

RHODES CENTRAL – STAGE 2 34 WALKER STREET, RHODES

ELECTRICAL, CO MMUNICA TIO NS , SECURITY A ND DRY FIRE SERVICES

This report is prepared for the nominated recipient only and relates to the specific scope of work and agreement between JHA and the client (the recipient). It is not to be used or relied upon by any third party for any purpose.

DOCUMENT CONTROL SHEET Project Number

200033

Project Name

Rhodes Central – Stage 2

Description

Return Brief

Key Contact

Marc Estimada

Prepared By Company

JHA

Address

Level 23, 101 Miller Street, North Sydney NSW 2060

Phone

61-2-9437 1000

Marc.Estimada@jhaengineers.com.au

Website

www.jhaservices.com

Author

Marc Estimada, Luke Wheeler, Jocelynn Foo

Checked

Marc Estimada

Authorised

Marc Estimada

Revision History Issued To Billbergia

Revision and Date REV

DATE

13th March 2020

REV DATE REV DATE

200033 - Rhodes Stage 2 - Electrical Return Brief [P1] 200313

2 of 47

CONTENTS

EXECUTIVE SUMMARY ....................................................................................................................................................................................................................................................................................................................................................................................................................................... 5

2.1

KEY DECISIONS TO BE MADE ....................................................................................................................................................................................................................................................................................................................................................................................................................................................... 5

2.2

DESIGNER RISK REGISTER .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 6

INTRODUCTION ................................................................................................................................................................................................................................................................................................................................................................................................................................................... 7

3.1

PROJECT INFORMATION ............................................................................................................................................................................................................................................................................................................................................................................................................................................................... 7

3.2

REPORT QUALIFICATION .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 7

3.3

BUILDING SERVICES SYSTEMS...................................................................................................................................................................................................................................................................................................................................................................................................................................................... 7

ELECTRICAL SERVICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................ 8

4.1

GENERAL ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 8

4.2

STANDARDS AND REGULATIONS ............................................................................................................................................................................................................................................................................................................................................................................................................................................... 8

4.4

PRELIMINARY ELECTRICAL MAXIMUM DEMAND LOAD CALCULATIONS ....................................................................................................................................................................................................................................................................................................................................................................... 10

4.5

HIGH VOLTAGE ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 10

4.6

SITE MAIN SWITCHBOARDS ........................................................................................................................................................................................................................................................................................................................................................................................................................................................ 12

4.7

DISTRIBUTION BOARDS (DB) ....................................................................................................................................................................................................................................................................................................................................................................................................................................................... 12

4.8

TOWER RETICULATION RISERS ................................................................................................................................................................................................................................................................................................................................................................................................................................................... 15

4.9

ELECTRICAL SERVICES INFRASTRUCTURE SPATIAL REQUIREMENTS ................................................................................................................................................................................................................................................................................................................................................................................ 16

4.10

CONSUMERS MAIN AND SUBMAIN CABLING ........................................................................................................................................................................................................................................................................................................................................................................................................................ 16

4.11

ELECTRICAL EMBEDDED METERING .......................................................................................................................................................................................................................................................................................................................................................................................................................................... 16

4.12

POWER FACTOR CORRECTION .................................................................................................................................................................................................................................................................................................................................................................................................................................................. 21

4.13

SURGE PROTECTION ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 21

4.14

CONTAINMENT AND CABLE MANAGEMENT ......................................................................................................................................................................................................................................................................................................................................................................................................................... 21

4.15

PV SOLAR SYSTEM ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 21

4.16

ELECTRIC VEHICLE CHARGERS ................................................................................................................................................................................................................................................................................................................................................................................................................................................... 21

4.17

UNINTERRUPTIBLE POWER SUPPLY SYSTEM ......................................................................................................................................................................................................................................................................................................................................................................................................................... 22

4.18

GENERAL POWER DISTRIBUTION .............................................................................................................................................................................................................................................................................................................................................................................................................................................. 22

LIGHTNING PROTECTION................................................................................................................................................................................................................................................................................................................................................................................................................................23

LIGHTING ............................................................................................................................................................................................................................................................................................................................................................................................................................................................ 24

6.1

INTRODUCTION............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 24

6.2

6.3

PROJECT PRIORITIES..................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 24

6.4

ENERGY AND ENVIRONMENT ................................................................................................................................................................................................................................................................................................................................................................................................................................................... 24

6.5

LIGHTING DESIGN METHODOLOGY ........................................................................................................................................................................................................................................................................................................................................................................................................................................ 24

6.6

LIGHTING DESIGN APPROACH AND TYPOLOGIES .............................................................................................................................................................................................................................................................................................................................................................................................................. 24

6.7

LIGHTING CONTROL SYSTEM .................................................................................................................................................................................................................................................................................................................................................................................................................................................... 26

6.8

EMERGENCY & EXIT LIGHTING .................................................................................................................................................................................................................................................................................................................................................................................................................................................. 27

200033 - Rhodes Stage 2 - Electrical Return Brief [P1] 200313

3 of 47

TELECOMMUNICATIONS .................................................................................................................................................................................................................................................................................................................................................................................................................................28

7.1

LEAD-IN SERVICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 28

7.2

WIRELESS ACCESS POINTS ......................................................................................................................................................................................................................................................................................................................................................................................................................................................... 29

7.3

DISTRIBUTED ANTENNA SYSTEM (IN BUILDING MOBILE COVERAGE) ............................................................................................................................................................................................................................................................................................................................................................................ 29

7.4

7.5

7.6

MATV AND PAY TV DISTRIBUTION ........................................................................................................................................................................................................................................................................................................................................................................................................................................... 30

SECURITY .............................................................................................................................................................................................................................................................................................................................................................................................................................................................32

8.1

ELECTRONIC ACCESS CONTROL .............................................................................................................................................................................................................................................................................................................................................................................................................................................. 32

8.2

SECURITY CCTV SURVEILLANCE ................................................................................................................................................................................................................................................................................................................................................................................................................................................ 35

8.3

SECURITY INTERCOM SYSTEM ................................................................................................................................................................................................................................................................................................................................................................................................................................................... 37

DRY FIRE SERVICES............................................................................................................................................................................................................................................................................................................................................................................................................................................39

9.1

STANDARDS & REGULATIONS ................................................................................................................................................................................................................................................................................................................................................................................................................................................... 39

9.2

SMOKE DETECTION SYSTEM ...................................................................................................................................................................................................................................................................................................................................................................................................................................................... 39

9.3

FIRE DETECTION & EMERGENCY WARNING INTERCOM SYSTEM .................................................................................................................................................................................................................................................................................................................................................................................... 39

9.4

SMOKE ALARM .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 40

AUDIO VISUAL AND TECHNOLOGY.............................................................................................................................................................................................................................................................................................................................................................................................................. 41

“SHELL & CORE” TENANCY PROVISIONS ................................................................................................................................................................................................................................................................................................................................................................................................... 42

11.1

11.2

COMPLETE FIT-OUT TENANCY PROVISIONS ......................................................................................................................................................................................................................................................................................................................................................................................................................... 42

11.3

APARTMENT PROVISIONS .......................................................................................................................................................................................................................................................................................................................................................................................................................................................... 42

APPENDICES CONTENTS ................................................................................................................................................................................................................................................................................................................................................................................................................................ 44

APPENDIX A – SUPPLY AUTHORITY MEMORANDUM ........................................................................................................................................................................................................................................................................................................................................................................................... 45 APPENDIX B – PRELIMINARY SERVICES BENCHMARKING MATRIX................................................................................................................................................................................................................................................................................................................................................................... 46 APPENDIX C – PRELIMINARY RETAIL SERVICES MATRIX .......................................................................................................................................................................................................................................................................................................................................................................................47

200033 - Rhodes Stage 2 - Electrical Return Brief [P1] 200313

4 of 47

2 EXECUTIVE SUMMARY

Discipline

Item

Key Decision

Notes direction on carrier is still to be confirmed.

This Services Concept Return Brief Report compiled by JHA Consulting Engineers identifies and summarises the key components which make up the Electrical including Level 3, Lighting, Communications, Security & Dry Fire elements of the project.

Communications

This Report is a holistic and dynamic document which provides assessment of applicable infrastructure by which all stakeholders can review JHA’s considerations and provide feedback for further discussion and resolution. After all such feedback is received; an “agreed

Comms/NBN equipment location in apartments

solution” will be adopted for design development and costing.

2.1

Typically located in dedicated technology cupboard (Marina Block E) or within linen cupboard (Rhodes Stage 1). Confirm approach is preferred for Stage 2 – subject to product level.

JHA Benchmarking document highlights alternative solutions for consideration with an emphasis to improve amenity to the wardrobe. JHA recommendation would be to include dedicated technology cupboard.

KEY DECISIONS TO BE MADE

The following Table outlines the key decisions that need to be considered with regards to the above disciplines that will impact the current design philosophy. The items listed in the following table should form key areas of discussion in order to limit the risk of redesign, increased costs or programme.

Discipline Electrical

Item

Key Decision

Notes

Electrical Supply

Refer to Electrical Supply Memorandum revision A, issued on the 26.02.20

Electrical

Council PPR documentElectrical

Confirm direction on air-conditioning (or ventilation) to the Council Multi-court Confirm direction on Commercial / other-use tenancy fit-out within the Level 3 podium space Require the Council PPR, to inform electrical loading, scope provisions for: ➢

ALL

Air conditioning to Multi-court

Benchmarking development ‘level of product’. This will impact various elements of design.

Communications

MATV System

Traditional Multi-stacker or MATV via NBN

Multistacker system is assumed for stage 2.

Communications

DAS

Confirm whether DAS mobile coverage system be required for Residential floors or only on the podiums and basements. Will await Stage 2 PPR

Spatial allowances on residential floors have allowed for DAS as an option.

Security

Security Management Strategy (Site wide)

Confirm building manager / security room locations and strategy of precinct management. Ie separate stratum and building managers per stage?

Impact to Security backbone design.

Confirm integration of Stage 2 intercom system with Stage 1, for door release and vehicle entry release between stages.

Stage 1 Intercom Platform schematic shop drawings from subcontractor will be required.

Intercom system platform

Security

Intercom system

Refer to Electrical Supply Memorandum revision A, issued on the 26.02.20

Refer to the benchmarking document attached to Appendix A. JHA have benchmarked the following buildings: -

Rhodes Stage 1

Rhodes Marina Block E

Mirvac SOPA

TOGA Marrickville

Subject to direction, cable containment will be required from stage 1 to facilitate fibre tie between stage 1,2,3. Security

Security/CCTV system

Confirm whether integration of Stage 2 CCTV with Stage 1, for camera viewing and interrogation, will be required.

Security and CCTV system platform

Council PPR document Communications

Communications

Site wide Comms carrier

Require the Council PPR, to inform communications/ active network scope delivery required by Billbergia (ie activation of wifi, data points, eftpos)

Audio Visual and ICT/ Activation of Wifi, network connectivity.

Direction whether NBN or otherwise carrier to facilitate Comms infrastructure to development

Billbergia confirmed proceed with NBN for the purpose of spatial planning, however

JHA are not engaged, however do have a specialised in house AV/technology team to carry out the detailed design should this be required.

Stage 1 Security/ CCTV schematic shop drawings from subcontractor will be required. Site wide CCTV and security strategy will need to be developed. Subject to direction, cable containment will be required from stage 1 to facilitate fibre tie between stage 1,2,3.

For further discussion. Communications

Workshop for site wide security strategy recommended in due course.

Security

Basement carpark access strategy

Basement entry and management strategy

Assuming Stage 1, 2 and 3 basements are not interconnected Subject to direction, cable containment will be required from stage 1 to facilitate fibre tie between stage 1,2,3.

200033 - Rhodes Stage 2 - Electrical Return Brief [P1] 200313

5 of 47

Discipline

Audio Visual

Item

Key Decision

Notes

Stratum segregation

Finalisation of stratums between council/leisure, Billbergia etc.

Refer to relevant section in this document for draft metering plan

Carpark allocation per stratum

Finalisation of stratums of carparking spaces between council/leisure, Billbergia etc, residential.

Refer to relevant section in this document for draft metering plan

Council PPR document –

Confirm whether BillBergia will be delivering Audio Visual, Public Address / BGM to the council areas. JHA are not engaged for Audio Visual, however have in-house expertise should the need arise.

This may impact spatial planning

Audio Visual

2.2

DESIGNER RISK REGISTER

The table below lists the main designer risks and considerations at this stage, outlined by discipline. Discipline

Risk

Mitigation Measures

Electrical

Future retail supply allowance increase

All retail supplies to be served via a single point board allowing to redistributing load between units. Size infrastructure to accommodate the addition shift in loads

All

No lift to roof level

Early engagement for coordination around plant replacement strategy required at next stage

All

Roof plant maintenance and replacement health and safety risks

Early engagement for coordination around plant replacement strategy required at next stage

All

Double height Multi-Court implies health and safety risks related to maintenance of services at high level

Early stage optimisation of most maintenanceonerous services to maximise easy access and replacement

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3 INTRODUCTION 3.1

PROJECT INFORMATION

Billbergia is proposing to develop Stage 2 of the Rhodes Central precinct which will include construction of two residential apartment

3.3

BUILDING SERVICES SYSTEMS

The following systems are included within the scope of works and are described throughout this report.

building compromising of the following:

▪

Electrical Systems including HV infrastructure

Tower D – 35 Levels with 312 Apartments

▪

Lighting System

Tower E – 50 Levels with 434 Apartments

▪

Communications Systems

Three levels of podiums – which includes a childcare, Multi-Court, Leisure Centre, Cafes and A.H.I etc.

▪

Security Systems

Nine levels of basement carpark/loading dock shared services rooms etc.

▪

Dry Fire Systems

The proposed development is located at 34 Walker Street Rhodes NSW 2138.

3.2

REPORT QUALIFICATION

This report details a Concept Return Brief for the project for the Electrical services including Level 3, Lighting, Communications, Security & Dry Fire services. The information herein captures discussions and meetings with Billbergia (Client) and SJB Architects (Architect) drawings and in some areas, captures PPR requirements from the previous stage of work. This Report is a holistic and dynamic document which provides assessment of applicable infrastructure by which all stakeholders can review JHA’s considerations and provide feedback for further discussion and resolution. After all such feedback is received; an “agreed solution” will be adopted for design development and costing This report also include a table titled “Key Decisions to be made” in Table 2.1. The intent of this table is to identify critical direction / hold points which will be fundamental in the development of the design. Generally, the points listed in this table will naturally require further discussion and direction. This table will be referred to as a checklist, and will be updated throughout the design development process.

The systems included within each of the above are described in detail in the following sections of this report, however are outlined in summary below: Electrical Systems ▪

11kV High Voltage incoming Electrical Distribution and substations

▪

Main Switchboards

▪

Consumer main cabling

▪

Electrical metering (Embedded)

▪

Power factor correction

▪

House and tenant Distribution Boards

▪

Submain cabling

▪

General power distribution (i.e. GPOs, permanent electrical connections, power to other trades, etc.)

▪

Photo-Voltaic (solar) system

▪

Electric Vehicle Chargers

▪

Lightning protection system

▪

Earthing and Bonding

Lighting Systems ▪

New internal lighting with a focus on architectural and performance lighting

▪

Intelligent lighting control system to common areas

▪

Emergency and exit lighting

▪

Private external lighting

Communication Systems ▪

NBN Coordination

▪

Communication cabinets and patch panels (voice/data)

▪

Communications cabling and outlets (voice/data)

▪

Communications Backbone cabling

▪

Distributed Antenna System (DAS)

▪

Integration with other services

▪

MATV / PayTV system

Security Systems ▪

Security and access control

▪

Airkeys/ Wireless Remotes

▪

CCTV surveillance and recording

▪

Security Monitored Alarm Points

▪

Intercom systems

▪

Integration with other services

Dry Fire Systems ▪

Smoke detection system

▪

Emergency Warning & Intercom Systems (EWIS)

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4.2

4 ELECTRICAL SERVICES

STANDARDS AND REGULATIONS

Reference

Description

NCC 2019

National Construction Code of Australia

AS/CA S008

Requirements for customer cabling products

The Electrical services will be designed to meet the client requirements, PPR and minimise the environmental impact and energy consumption of the building as much as possible.

AS/CA S009

Installation requirements for customer cabling (Wiring Rules)

AS 1680

Interior Lighting

The following section outlines the basis of the Rhodes Central Stage 2 Electrical design. The following bullet points summarise the principal aspects of the Electrical Services:

AS 1670.1

Fire detection and alarm systems

AS 1670.4

Emergency warning and intercom systems (EWIS)

AS 1882

Earth & Bonding Clamps

AS 1939

Degrees of protection provided by enclosures for electrical equipment (IP Code)

AS/NZS 3003

Electrical installations – Patient areas

AS 3013

Electrical installations - Classification of the fire and mechanical performance of wiring system elements

AS 3015

Electrical installations - Extra-low voltage d.c. power supplies and service earthing within public telecommunications networks

4.1

GENERAL

▪

Maximum Demand Calculations

▪

11kV High Voltage incoming Electrical Switchgear and Distribution

▪

Main Switchboards

▪

Distribution Boards

▪

Primary External Reticulation/Distribution Strategy

▪

Primary Internal Reticulation/Distribution Strategy

▪

Consumer mains and Submain cabling

▪

Electrical metering (embedded)

▪

Power factor correction

AS 3190

Residual Current Devices

▪

Surge Protection

AS 3947.3

▪

Containment and Cable Management Systems

Low-voltage switchgear and control gear Switches, disconnectors, switch disconnectors and fuse-combination units

▪

Electrical Accessories, Fitting and Fixings

AS 4428

Fire detection, warning, control and intercom systems - Control and indicating equipment

▪

Earthing and Bonding

AS 60529

Degree of Electrical Protection

▪

Photo-voltaic (solar)

AS 61000

Electromagetic Compatibility (EMC)

▪

Electric Vehicle Chargers

AS 62053

Electricity metering equipment (AC)

▪

Uninterruptible Power Supply System

AS/NZS 1020

The Control of Undesirable Static Electricity

▪

Lightning protection General power distribution (i.e. GPOs, permanent electrical connections, power to other trades, etc.)

AS/NZS 1670.1

▪

Fire detection, warning, control and intercom systems - System design, installation and commissioning Fire

▪

Interior Lighting

AS/NZS 1768

Lightning protection

▪

External Lighting

AS/NZS 2053

Conduits and fittings for electrical installations

▪

Lighting control system

AS/NZS 2293

Emergency Evacuation Lighting in Buildings

▪

Emergency and exit lighting Telecommunications Services

AS/NZS 3000

Electrical installations (Australian/New Zealand Wiring Rules).

▪ ▪

Wifi

AS/NZS 3008.1

Electrical installations - Selection of cables for alternating voltages up to and including 0.6/1 kV.

▪

MATV and Foxtel

AS/NZS 3017

Electrical installations - Verification guidelines

▪

In Building Mobile Coverage (DAS System)

AS/NZS 11801.1

Information technology - Generic cabling for customer premises

▪

Security - Electronic Access Control

AS/NZS 3084

▪

Security – CCTV Surveillance

Telecommunications installations - Telecommunications pathways and spaces for commercial buildings

▪

Security - Intercom

AS/NZS 3439

Low-voltage switchgear and controlgear assemblies

AS/NZS 3560

Electric cables - Cross-linked polyethylene insulated -For working voltages up to and including 0.6/1(1.2) kV

AS/NZS 3808

Insulating and sheathing materials for electric cables

AS/NZS 3820

Essential safety requirements for low voltage electrical equipment

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Reference

Description

AS/NZS 5000

Electric cables - Polymeric insulated

AS/NZS 60079.10.1

Explosive atmospheres Classification of areas - Explosive gas atmospheres

AS/NZS 60079.14

Explosive atmospheres Design selection, erection and initial inspection

AS/NZS 60079.20.1

Explosive atmospheres Material characteristics for gas and vapour classification - Test methods and data

Authorities Ensure that the design and documentation, installation works, tools used and the materials supplied and the work installed comply with codes, rules and regulations of the statutory and Local Government Authorities, including but not limited to: Electrical Distributor/ Retailer Australian Communications & Media Authority (ACMA)/ Telstra/ NBN New South Wales Fire Brigade

AS/NZS 60598

Luminaires

Natural Gas Company

AS/NZS 60898.1

Approval and test specification-Circuit breakers for overcurrent protection for household and similar installations

Roads and Maritime Services

AS/NZS 61009.1

Residual current operated circuit breakers with integral overcurrent protection for household and similar uses

AS/NZS 61439

Low-voltage switchgear & controlgear assemblies

Department of Environment and Conservation

AS 7240.2:2018

Fire Detection and Alarm Systems Fire detection control and indicating equipment

New South Wales Service and Installation Rules and the Electrical Distributor’s Local Service and Installation Rules

AS/NZS CISPR 14.1

14-1:2005 Electromagnetic compatibility - Requirements for household appliances, electric tools and similar apparatus - Part 1: Emission

Municipal Council

AS/NZS CISPR 14.2

Electromagnetic compatibility - Requirements for household appliances, electric tools and similar apparatus - Part 2: Immunity - Product family standard

AS/NZS ISO 60947

Low Voltage Switchgear and Controlgear

AS/NZS ISO 9000

Quality management systems

AS 1670

Fire detection, warning, control and intercom systems - System design, installation and commissioning

IEC 60044

Current Transformers

IEC 60186

Voltage Transformers

IEC 60255

Electrical Relays

IEC 60269

Low-voltage Fuses

IEC 60529

Classification of degrees of protection provided by enclosures

IEEE 802.11

Wireless LAN Medium Access Control (MAC) and Physical Layer (PHY) Specifications

IEEE 802.3

IEEE standard for Ethernet

WorkCover NSW New South Wales Health Commission

Insurance Council of Australia

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4.4

PRELIMINARY ELECTRICAL MAXIMUM DEMAND LOAD CALCULATIONS

▪

Preliminary maximum demand calculations have been undertaken for the development and will be submitted to the supply authority Ausgrid to initiate the power application process.

Podium 02 ▪

The preliminary maximum demand as included below provides a breakup of the theoretical electrical demand the building is expected to require for operation, factoring in the various Retail, Commercial, Council and Residential components.

Entire floor. Note: The multi-court is to be provided with non-conditioned ventilation only

Podium 2 Mezzanine ▪

To summarize the calculation, the current total maximum demand for the proposed Stage 2 development is calculated to require

Café

Spectators area

Current Diversified Council Main Distribution Board (MDB) Maximum Demand: 863A/phase

approximately 7,494A/Ph (5,192kVA) with no diversity applied or 5,995A/Ph (41,53kVA) with a 0.8 diversity factor applied. The current maximum demand for the proposed Stage 2 development is based on original architectural plans with the following: 1.

18 total single phase electric vehicle chargers for Stage 2 (144A/phase)

The multi-court is to be provided with non-conditioned ventilation only

There will be no tenancy fit-out within the Level 3 podium space.

4.5 4.5.1

HIGH VOLTAGE NETWORK IN VICINITY

The below is an extract of Ausgrid’s existing network arrangements in the vicinity of the site. Existing HV and LV network assets are

Based on the above key considerations, Stage 2 can be supplied via a new 3 x 1,500kVA transformer chamber substation.

shown along the site frontages or across the surrounding roads that can be utilised for new Ausgrid infrastructure connections.

Should additional loads be required for the Stage 2 development, an additional substation will be required or load management

▪

will be required. Refer to Appendix A – Electrical Supply Memorandum which summarizes the current loading and infrastructure options proposed.

Current Stage 2 Maximum Demand – Excludes Level 3 Commercial / other-use tenancy and applies non-conditioned ventilation to Council Multi-Court Description Electrical Load Basement Levels Electric Car Chargers - allowing 2 per level at 75% Diversity Podium – Council MDB – Current Allowance Podium – Billbergia spaces – Current Allowance Communal Open Spaces - Level 4 Lifts (Tower D and Tower E) Apartments (Tower D and Tower E) Common areas (residential floors Tower D and Tower E) Total Maximum Demand - Option 1 – AS/NZS 3000

1238.11 144.00

A/phase A/Phase

862.64 273.78 10.89 240.56 4389.64 333.84 7493.46 0.8

Total Diversified Maximum Demand – Current

5994.77

4.4.1

857.79 99.77

kVA

A/Phase A/Phase A/Phase A/Phase A/Phase A/Phase A/Phase Additional Diversity

595.22 188.91 7.55 166.67 3041.23 231.29 5191.62

kVA kVA kVA kVA kVA kVA kVA

A/Phase

4153.30

kVA

COUNCIL/ LEISURE CENTRE SUPPLY CAPACITY

In accordance with previous discussions between JHA and Billburgia, it is currently proposed that a dedicated Main Distribution Board (MDB) be provided for the Council managed facilities of the Podium Levels. The Council MDB maximum demand is based the belowlisted locations being supplied from this switchboard. Any addition or removal of spaces to the list below will necessitate adjustment of the maximum demand and associated electrical supply allowance for this switchboard. Podium 01 ▪

Childcare Centre

▪

Social Enterprise and Working Kitchen

▪

2 off A.H.I tenancies

▪

Back of House associated with tenancies

▪

Main council foyer and circulation

▪

Amenities

Existing Ausgrid GIS Network information surrounding the site.

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4.5.2

SUBSTATION CONFIGURATIONS

CHAMBER SUBSTATION TX-1 The proposed electrical infrastructure supply is for a 3 x 1,500kVA non-firm Ausgrid chamber substation to be serviced and maintained by Ausgrid. The initial capital cost of the substation shall be funded by the project. Ausgrid have particular requirements in relating to substation positioning on a site. Please refer to the following generic Elevation and clearance requirements for an Ausgrid basement chamber substation.

Generic 3 x 1,500kVA Ausgrid Basement Chamber – Ventilation Elevation The proposed substation is proposed to be located on Basement 1 level with suitable Ausgrid access and operational requirements. The location is currently in development and final co-ordination with the Architect for review and preliminary acceptance by Ausgrid.

Generic 3 x 1,500kVA Ausgrid Basement Chamber – Plan Layout

Substation Location

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4.5.3

SUBSTATION ACCESS

The proposed chamber substation must have unimpeded access for Ausgrid personnel and vehicles, directly from a public street, for 24 hours per day, 7 days per week.

risers and Supply Authority metering for the Retail, Commercial and Council components will be located with the respective Main Distribution boards for efficiency of metering and submain cabling.

4.7

DISTRIBUTION BOARDS (DB)

Access from the public road to the substation site must not be fenced or enclosed, unless approval is given in writing by Ausgrid and the conditions listed in the approval are complied with on an ongoing basis by the site owner / customer.

4.7.1

Where the substation easement is not sited directly along property boundary and street frontage, the following is required:

Three new, front and rear connected MDBs, complete with Schneider Electrical switchgear (or equivalent) will be housed within

4.5.3.1

Right of Carriageway

A heavy truck with a vehicle-mounted crane is need to install or remove the heavy substation equipment (HV switchgear and transformers). The surface of the right of carriageway should be capable of withstanding a rear-axle group or outrigger loading of 21

MAIN DISTRIBUTION BOARDS

dedicated 2 hour fire rated electrical cupboards/switchrooms. The first MDB will be supplied from MSB-2 and installed on Basement 1 at the base of Tower D. This will facilitate reduced horizontal cabling from the Main Switchroom to Tower D services. All Tower D House DB and Tenant Meter Panels to be supplied from this MDB.

tonnes, with the loading on any one pad being up to 15 tonnes. Access routes must be suitable under all weather conditions and

The second MDB will be allocated to the Council stratum and will be installed either on podium Level 1 or podium Level 2. All Council

constructed to withstand the above loading.

DBs, MSSBs and other associated services on the podium levels to be supplied from this MDB.

The access route should be a minimum of 4.5m wide, have a minimum of 4m headroom along the route, and be continuous from the

A third MDB is proposed at the Tower E 'uplift' transition point. All Tower E House DBs, Tenant Meter Panels and mechanical plant

property boundary to the substation site. At the substation access hatch locations, a minimum clear head height allowance of 4.1m is

above this transition point are to be supplied from this MDB.

required.

The main distribution boards will be as follows:

The access route must also be a maximum grade of no more than 1:8 along the route, and a maximum 1:20 grade in the direct vicinity

▪

Form 3b board

▪

IP 4X rated

▪

Be equipped with surge protection

A cable easement and concrete encased conduits are required where cables do not enter directly into the substation chamber at the

▪

Possess a minimum of 25% spare capacity (Busbar ratings & Spare MCCB slots)

site boundary. The easement is to be generally clear of other construction and is required for the installation and future maintenance

▪

30 years design life expectancy

of the substation access hatches for loading of transformers.

4.5.3.2

Cable Easement

of mains associated with substations. The width of a cable easement is normally 2m for underground cables, or the extent of the concrete encasement when reticulating through building areas such as basements.

4.6

SITE MAIN SWITCHBOARDS

Two new, front and rear connected switchboards, complete with Schneider Electrical switchgear (or equivalent) will be housed within a dedicated 2 hour fire rated switchroom. The switchboard will be sized to accommodate the immediate anticipated maximum demand load plus allocation of spare capacity. The main switchboard construction will be as follows: ▪

Form 3b board

▪

IP 4X rated

▪

Be equipped with surge protection

▪

Possess a minimum of 25% spare capacity (Busbar ratings & Spare MCCB slots)

▪

30 years design life expectancy

The switchboards will be segregated into the following sections: ▪

The residential risers

▪

The retail spaces

▪

The council stratum sections

▪

Metered sections for the stratum (house) sections with general services (essential and non-essential) and safety services sections

Both switchboard(s) shall also be provided with a temporary generator connection point to allow for connection to generator when required. Supply Authority metering for house stratums shall be housed within the main switchrooms and will be installed to the requirements of the NSW Service & Installation Rules. Supply Authority metering for the Residential component will be located on respective tower

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4.7.2.2

▪

House Distribution boards

Dedicated DBs will be distributed throughout the precinct for common area (house) lighting and power distribution. House DBs will be fitted with metering to separately monitor lighting and power consumption as per the requirements of the NCC Volume 1 Part J8.3. Metering and billing of the services will be allocated based on the stratum in which they serve. In general, the basement levels and podium levels will have two dedicated House DBs per level, each within a stack riser at Tower D and one on Tower E respectively. House DBs associated with residential floors will be installed every five levels within each Tower.

Typical Electrical Distribution Board

4.7.2.3

Retail Tenant Distribution boards

Dedicated DBs will be provided to each tenancy. Electrical Services Reticulation Strategy

DBs within the Council stratum will be supplied from the proposed Council MDB. DBs for cold shell fit-outs will be sized based on 1 pole/ 15m² for power and 1 pole/ 50m² for lighting. Refer to Appendix C for the preliminary Retail Services Matrix for further details on services included for each tenancy.

4.7.2 4.7.2.1

DISTRIBUTION BOARDS General

The distribution boards (DBs) will be minimum IP42 rated, Form 2 construction and sized to accommodate the design capacity (load and spatial) plus 25% spare capacity. In general, DB panels will be nominated as NHP Concept Plus or approved equal. DBs will be housed in dedicated cupboards with lockable-hinged doors. Enclosures will be fitted with smoke seals & be built with noncombustible materials in accordance with NCC Volume 1 Clause D2.7(d). DB cupboards are to be directly stacked on top of each other on successive floors to minimise cable runs and facilitate the use of a rising main configuration where deemed preferable. Spacing of the DBs will be such that sub-circuits will generally not exceed 50 metres. All DBs will be fitted with RCD protection to all power and lighting sub-circuits as per AS/NZS 3000. Spatial requirements for the DB cupboards have been provided to the architect for coordination.

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4.7.2.4

Residential Meter panels

4.7.2.5

Residential Meter Panels are proposed for installation every two levels within each respective tower.

Apartment Distribution Boards

Apartment DB’s are proposed within a dedicated cupboard above the fridge in each associated apartment.

Metered supplies will then be reticulated to each apartment on the associated floor, as well at those on the floors above/below.

Typical Apartment Distribution Board Location

Typical Floor Apartment Meter panel

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4.8

TOWER RETICULATION RISERS

The development shall contain a number of risers and associated riser cupboards around the core spaces. Separate electrical and communications riser cupboards shall be provided on each floor. Electrical risers will generally contain the following:

ELECTRICAL RISER: ▪

House power and lighting DB(s);

▪

Tenant Meter Panels;

▪

Tee-off boxes;

▪

Lighting controls;

▪

Cable Reticulation

Residential Tower Electrical Riser

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Main and submain cabling shall be predominantly reticulated in conduits and cable tray/ladder via the ceiling voids and risers in trefoil

4.9

arrangements, spaced to minimise derating of current carrying capacity.

ELECTRICAL SERVICES INFRASTRUCTURE SPATIAL REQUIREMENTS

Discipline

Riser Description

Riser Size (Width/Depth/Height)

Electrical

Chamber Substation

16,000

14,000

Full Height

Location

Comments

Basement 1

Pending application for connection submission. Refer to Section 4 and JHA Electrical Supply Memorandum

Electrical

Main Switchroom

12,000

5,000

Full Height

Basement 1

Switchroom to house: 2 off MSBs

Electrical

Tower D Main Distribution Board (MDB) Cupboard

Council Main Distribution Board (MDB) Cupboard

4,500

4,000

900

Full Height

Electrical

4,000

Electrical Distribution Riser Cupboard

1,800

900

Full Height

Cupboard to house:

Basement 1 at base of Tower D

Cupboard to house:

Every level

provision for future Electric Vehicle Charging (EVC), therefore the requirement for this needs to be established prior to design finalisation. At this point, based on the PPR, Electric Vehicle charging will be supplied from a common DB under a shared stratum. Submain cabling servicing apartment floors will be reticulated in in slab HD UPVC conduits from riser to apartment distribution board location, and will be provided with a fused 1 phase supply from the Residential Meter Panels within the electrical risers.

4.10.2

RETAIL TENANT SUBMAIN CABLING:

Retail tenancies within the Council Stratum will be supplied from the proposed Council MDB, which is currently proposed to be

Basement 6 to Roof. Access from landlord/ common area. Located next to landlord comms riser.

Uplift Transition point in Tower E

provided with Air Conditioning and a full services fit-out). The exception would be in the event the apartments are required to support

Metering

supplied from MSB-2. Refer to Appendix C for the preliminary Retail Services Matrix for further details on services included for each tenancy.

1 off MDB 1 off House DB

4.11 ELECTRICAL EMBEDDED METERING An embedded metering system is currently proposed for the precinct. The proposed provider for the precinct is Evergy. Supply Authority Metering (Gate Meters) -

1 off MDB 1 off House DB

Tower E Uplift Main Distribution Board (MDB) Cupboard

For apartment submain cabling, substantial spare capacity to residential units is generally not required (considering they are already

Retail tenancies will be provided with a dedicated, separately metered submain.

Tenant DB(s) Electrical

APARTMENT SUBMAIN CABLING:

2 off PFC House DBs Electrical

4.10.1

Cupboard to house: 1 off MDB

Gate meters will be provided for each MSB within the Main Switchroom on Basement 1 and will log electricity consumed by the overall installation. The meters will be installed directly downstream of the associated Ausgrid subastation and be arranged to the requirements of the supply authority and also the requirements stipulated within the NSW services and installation rules. As solar is being installed, meters shall be bi-directional.

Check Meters

1 off House DB

Cupboard to house:

Tenant meter panel House DB Tee-off boxes Cable risers

New embedded check metering facilities will be provided in accordance with the requirements of NCC, Part J8.3 and to provide bulk metering and reporting for various services. Check meters complete with CT’s will be installed at the following locations: MDBs Centralised plant Residential tenant and house rising mains Solar PV supply (and generation will be displayed onto the digital signage screens); All NCC Part J8.3 required locations;

Child/Orphan Meters

4.10 CONSUMERS MAIN AND SUBMAIN CABLING

Child/Orphan meters will be privately owned by Evergy and log the electricity consumed within the associated tenancy for billing purposes.

Child/Orphan meters will be provided for the following services: Individual Apartments Individual Tenancies Lifts Main Mechanical Plant Centralised Hot Water Plant House Distribution Boards (separate light and power monitoring)

Meters for apartments to be located in Residential Meter Panels. Metering panels to be located on every second or third floor.

The design of Consumers main, submain and sub-circuit cabling shall be such as to ensure a maximum of 7% voltage drop is achieved at the furthest point in accordance with the NSW Services rules. Mains and sub-mains cabling will be assigned spare capacity ranging from 10% to 30% depending on whether the submains are shared or dedicated, or on the nature of loads and areas supported. All mains and sub-mains cabling shall be Cu/XLPE /PVC with the exception of NCC essential / fire life safety services which will have the appropriate level fire rating of two hours. To maximise submain distribution efficiency and diversity, DBs will be consolidated onto a number of single submain groups (i.e. rising mains with tee-off boxes).

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The precinct consist of various stratums and the metering configuration will need to be configured to ensure it aligns with the proposed stratum arrangements. The following information outlines the proposed metering strategy that will be developed in more details. Refer to the Appendix of the report for the proposed metering matrix. The below diagrams and associated metering table depict the preliminary stratum metering strategy.

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BASEMENTS 3 TO BASEMENT 9

BASEMENT 1

LEVEL 1 BASEMENT 2

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LEVEL 2

LEVEL 3 - PLANT

LEVEL 2 MEZZANINE

PODIUM LEVEL 4 AND TOWERS

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Area

Purpose

Type

Meter Location

Main Switchroom

Main Switchboard 1 Main Switchboard 2 Fire / Life Safety Shared Lifts (Council & Residential) Mechanical Services Switchboards (MSSBs) Hydraulic Services Switchboards (HSSBs)

Embedded Metering - Gate Embedded Metering - Gate Embedded Metering - Orphan Embedded Metering - Orphan Embedded Metering - Orphan Embedded Metering - Orphan

MSB-1 (Main Switchroom) MSB-2 (Main Switchroom) MSB-1 and MSB-2 (Main Switchroom) MSB-1 and MSB-2 (Main Switchroom) MSB-1 and MSB-2 (Main Switchroom) MSB-1 and MSB-2 (Main Switchroom)

Tower D

Main Distribution Board D1 (Tower D) Main Distribution Board D2 (Council) Apartment Meter Panels Individual Apartments House Services Section Tower D Common Areas and facilities Mechanical Services Switchboards (MSSBs) Lifts

Embedded Metering - Check Embedded Metering - Check Embedded Metering - Check Embedded Metering - Check Embedded Metering - Check Embedded Metering - Check Embedded Metering - Check Embedded Metering - Check

MSB-2 (Main Switchroom) MDB-D1 (Basement 1 Cupboard) MDB-D1 (Basement 1 Cupboard) and MDB-D2 (High Rise Plant Room) Apartment Meter Panels (Riser Cupboards) MDB-D1 and MDB-D2 House Section MDB-D1 (Basement 1 Cupboard) and MDB-D2 (High Rise Plant Room) MDB-D1 and MDB-D2 House Section MDB-D1 House Section

Tower E

Main Distribution Board E1 (High Rise Transition) Apartment Meter Panels Individual Apartments House Services Section Tower E Common Areas and facilities Mechanical Services Switchboards (MSSBs) Lifts

Embedded Metering - Check Embedded Metering - Check Embedded Metering - Orphan Embedded Metering - Check Embedded Metering - Orphan Embedded Metering - Orphan Embedded Metering - Orphan

MDB-E1 (Main Switchroom) MSB-2 (Main Switchroom) and MDB-E1 (High Rise Plant Room) Apartment Meter Panels (Riser Cupboards) MSB-2 and MDB-E1 House Section MSB-2 (Main Switchroom) and MDB-E1 (High Rise Plant Room) MSB-2 and MDB-E1 House Section MSB-2 House Section

Retail Tenancies

Retail Section Individual Retail Tenancies Retail Section Individual Retail Tenancies

Embedded Metering - Check Embedded Metering - Orphan Embedded Metering - Check Embedded Metering - Orphan

MDB-D1 Retail Section MDB-D1 (Basement 1 Cupboard) MSB-2 Retail Section MSB-2 (Main Switchroom)

Leisure Centre

Council Section Council Facilities Council Section Council Facilities

Embedded Metering - Check Embedded Metering - Orphan Embedded Metering - Check Embedded Metering - Orphan

MSB-1 Council Section MSB-1 (Main Switchroom) MDB-D1 Council Section MDB-D1 (Basement 1 Cupboard)

Basement and Podiums

Shared Residential Stratum (Tower D & E) - House Services Section Council House Facilities - Council Section Shared Facilities Stratum - House Services Section (Council & Residential)

Embedded Metering - Orphan Embedded Metering - Orphan Embedded Metering - Orphan

MSB-2 (Main Switchroom) and MDB-D1 (Basement 1 Cupboard) MSB-1 (Main Switchroom) and MDB-D1 (Basement 1 Cupboard) MSB-2 (Main Switchroom) and MDB-D1 (Basement 1 Cupboard)

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4.12 POWER FACTOR CORRECTION Power Factor Correction (PFC) units are proposed for installation within the Stage 2 Main Switchroom. The PFC unit will be provided to improve the supply power factor to 0.95 minimum.

The solar PV system shall be connected back to the main switchboard via a submain to the common area section. The voltage rise between the solar PV system and the MSB must be no greater than 2% of the voltage. The PV system will interface with the building communications and embedded metering networks. The PV monitoring system shall be configured to provide real-time monitoring data.

4.13 SURGE PROTECTION Surge protection will be provided to protect site equipment from transients and over voltage. Type 1 Surge protection will be provided at the incoming section within each MSB and MDB. This will be High Discharge capacity. Type 2 Surge protection will be provided at each DB. Type 3 Surge protection will be provided to circuits feeding Communications rooms and Communications racks.

4.14 CONTAINMENT AND CABLE MANAGEMENT Cabling within buildings will generally be reticulated via cable tray/ladder along primary routes. Cable trays will be sized to possess a further 50% spare capacity to accommodate future cabling. Catenary wire and/or soffit anchors shall be utilised for final cable destination runs. All cable trays and catenary supports shall be independently supported from the soffit. There shall be no support from other services. Where cabling is not run on the cable trays it shall be neatly grouped and supported from catenary supports. Consideration will be given to the grouping of cabling to minimise congestion and derating of cables. Apartment submains will be reticulated via inslab conduits from apartment riser to apartment distribution board.

Example Solar PV Panels

4.16 ELECTRIC VEHICLE CHARGERS Electric vehicle chargers are proposed for the development. EV chargers can be wall mounted or freestanding within the basement car park. At present an allocation of two EVC stations per parking level has been provisioned. These will likely be installed on every second basement level at nominated locations. A load management system (LMS) can be employed as part of the installation. The LMS monitors the power consumption of the chargers and limits the impact on the electric installation by distributing the available energy between all the connected vehicles. If the

4.15 PV SOLAR SYSTEM

available energy is not enough for all connected vehicles, the system allocates priorities by turning the charging on and off the vehicles

A Photo-Voltaic (PV) system will be installed on the level 4 podium. Key infrastructure provisions and coordination includes the following items: •

Coordination of spatial allocation on the roof

•

Spatial allocation for distribution equipment and inverters (should string inverters be the preferred solution over micro-

simultaneously. This measure will help limit the maximum demand of the site if a significant number of EV chargers are installed. As per the Evergen brief for EV chargers, a total of 18 chargers will be provided for Stage 2. Each charger will be capable of a 1 Phase 7.2 kW charge, which represents a “Slow standard” charge rate. Further discussions will need to be had re charge times and site maximum demand load limiting.

inverters) •

Cable riser location for PV cabling

•

Coordination with the structural engineer regarding expected roof loading.

For the most efficient fixed position of a PV panel in the Sydney area it should be located in the north aspect and at 34 degrees tilt. A panel tilt of at least of 10 degrees will be provided to increase efficiency and facilitate appropriate array ‘self-cleaning’. PV panels should be installed with due consideration to shadowing from surrounding structures. In terms of structural loading provisions and utilising the LG NeON2 72 Cell 400W panel as a reference, the following properties can be considered: •

Dimensions (L x W x H)

2024 x 1024 x 40 mm

•

Weight

20.3 kg (in the order of 25 kg/m² inclusive of additional tilt mounting assemblies.

String inverters (should they be utilised) and an aggregation switchboard can either be installed externally in a secure location, under an appropriate weather shelter, or within a dedicated and ventilated cupboard. Alternatively, the use of micro-inverter technology may be considered by the client, with consideration to increased efficiency and flexibility, greater system redundancy against shadowing and/or panel failure and reduced spatial requirements. A premium in the order of 20% can be expected in the event that microinverters are employed.

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4.17 UNINTERRUPTIBLE POWER SUPPLY SYSTEM Base building UPS will be provided to support the active communications equipment within the Main Equipment Room such as security, access control and CCTV systems. Autonomy of the UPS will be minimum 30 minutes for typical rack active network equipment racking. Access Control and CCTV/NVR server/storage equipment shall be supported for 1 hours. Each rack containing active network equipment will be provided with a rack-mounted UPS units to support “ride-through” of the 230VAC power supply on mains failure. This is proposed at 10 mins autonomy to support networking equipment only including connected PoE devices. An option to provide UPS provisions to the shared DAS equipment may be considered but is not currently proposed. Carrier basestation equipment battery/rectification equipment will be provided by the respective carriers. Battery modules will be supplied for all house services NBNCo. Network Terminal Device (NTD) units.

4.18 GENERAL POWER DISTRIBUTION General purpose socket outlets and permanent electrical connections will be distributed throughout the facility to suit furniture and equipment layouts, as well as general servicing requirements such as cleaning. All general lighting and power sub-circuits shall be RCD protected as per AS/NZS 3000 requirements. RCD protection of general lighting and power circuits will be of the 30mA type, and be integral to the miniature circuit breakers. Socket outlets will be wired such that some level of flexibility and spare capacity exists for future alterations. In general sub-circuits shall not be equipped with more than 8 double 10A socket outlets or 16 single socket outlets. Dedicated circuits will be provided to serve cleaner outlets throughout the facility. GPO’s to apartments shall be HPM Excel Life Range. We propose combined USB/GPO outlets to bedrooms, living rooms, study and kitchen bedrooms. This is a value add for apartment inclusions, and included in previous projects for other developers. To be further discussed.

Final sections will be discussed and presented during detailed design.

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5 LIGHTNING PROTECTION A lightning protection assessment was completed and each tower was deemed to require a class I lightning protection system. The system will comprise of air termination networks at roof level, down conductors and a connection to the earth termination network. The building will be constructed from concrete columns the reinforcement and a column in cased earth cabling will be utilised as down conductors linking the roof level lightning protection network with the earth termination points. The reinforced concrete piles the and ground floor slab will provide the earth termination points, inclusive of test points which will be installed at basement 4 adjacent to the column. The Lightning protection system will also be connected to the main earth terminal within the Main Switchroom. A level of lightning surge protection equipment will be included integral to the main switchboards. The provision of additional protection for tenants’ equipment will remain the responsibility of the tenant. The protection system will be in accordance with the latest version of AS 1768.

Lightning Protection Assessment Table

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6 LIGHTING

The chosen fittings should not only satisfy the level of illuminance required at the nominated height but also should contribute to

6.1

To reduce glare effects the following aspects will be considered:

general wellbeing.

INTRODUCTION

The Lighting design aspires to create a welcoming front of house experience in line with the architecture and interior design intent.

▪

Choosing luminaires with high efficiency with glare shields in accordance with industry best practice recommendations.

Specialist lighting design focuses on enhancing the arrival experience of office tenants, general public and staff of the precinct.

▪

Placement of luminaires to be coordinated with working positions so that luminaries are not close to lines of sight.

As people spend majority of their day in their work environment, it is important to apply the lighting principles that align with human

▪

Luminance optics to be suitable for function of space.

centric design. The overall goal is not just to feel safe and secure, but enjoy the atmosphere of being in a space.

6.2

STANDARDS AND REGULATIONS

Lighting will be designed, selected and installed in accordance with the following standards: ▪

AS/NZS 1680 – Interior lighting (series)

▪

AS/NZS 4282 – Control of the obtrusive effects of outdoor lighting

▪

AS/NZS 1158.3.1 – Lighting for roads and public spaces

▪

NCC Part J6

6.3

6.5.3

A minimum illuminance should be established within the space to allow for clear visual recognition of other people as well as their surroundings in all areas. It is important that a minimum illuminance is maintained in all areas where an appreciation for finishes, textures and architectural features is recognised as well as the functionality of safe movement. Safe movement should satisfy AS/NZS 1680.0-2009 Interior Lighting – Safe Movement. In particular, in cold shell areas, minimum safety lighting of 20 lux will be provided.

6.6

PROJECT PRIORITIES

SAFE MOVEMENT

6.6.1

LIGHTING DESIGN APPROACH AND TYPOLOGIES GENERAL

▪

A contemporary aesthetic, to support the architectural vision for the retail and public spaces.

The lighting design aims to create a palate of lighting solutions that visually connects the exterior green pockets to the office building.

▪

Design solutions are to provide flexible and sustainable lighting resolutions to spaces and its typology to allow for safe

Visual connection between the outside environment and interior work spaces is critical to improve health and wellbeing.

movement and high performance for all users and visitors. ▪

Artificial lighting colour temperature to be addressed to suit individual space, so the transition between spaces is seamless. Consideration of glazing to distinguish a unified balance between daylight and artificial lighting.

▪

All new lighting will be switched independently by area to allow for flexibility and energy saving.

▪

Luminaires shall be integrated dedicated high efficiency LED, not retrofit LED types.

▪

The following factors are also to be considered;

6.4

Control of glare

Lumen depreciation

Luminaire construction

ENERGY AND ENVIRONMENT

6.6.2

EXTERNAL LIGHTING

External lighting will be provided to landscaped areas, external roof, podiums, building frontages, docking areas and the driveway. • • •

Building frontage lighting will be typically wall mounted luminaires to the columns and rear walls providing a subtle illumination to the area. The final design will resolve the number and types of fittings. Podium and public domain lighting will be a combination of wall mounted light, pole mounted, in ground, and specifically selected feature lights. The final design will resolve the number and types of fittings. Driveway lighting will generally be provided with wall mounted surface light fittings

All external light fittings will be selected to ensure that light fittings are robust and appropriately IP rated, while not compromising the aesthetic of external and public domain areas. Control of the external lighting will be by PE cell and Timeclock control, via the lighting control system.

Supporting the global movement to preserve and use natural resources and monitor energy consumption and costs, the project has

The landscape lighting design should provide external ambiance to the surroundings, visibility to its users for way finding but also

an opportunity to achieve a successful sustainable solution. The design will consider holistic approach to attain a low energy

potential social activities that may occur before and after sessions held within the building. In order to create these opportunities, the

sustainable solution.

external lighting should allow for pockets of light in areas that create a space that is inviting but will also allow a sense of security for the visitors.

6.5 6.5.1

LIGHTING DESIGN METHODOLOGY EQUIPMENT AND MAINTENANCE

Consideration of mounting types, location of luminaires and limiting the type of luminaire are factors to be considered for easy maintenance purposes.

6.5.2

LUMINAIRE SELECTION CRITERIA

Selection of luminaires will be considerate of the type of application within the architectural design as well as its function to allow for optimum efficiency of use. Other factors to be considered are glare and task visibility.

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6.6.5 6.6.5.1

AMENITIES General

Coordination with the architectural design is required to achieve adequate light levels to every cubical to conduct maintenance and cleaning related functions and general use of the amenities. Consideration of mirror locations are important to avoid bright reflections of the luminaires from appearing in the mirror as well as shadowing of the face from a particular proximity.

6.6.3

FAÇADE LIGHTING

The lighting intent for the façade is to highlight the architectural form in a subtle but considerate way, giving it an inviting night-time presence while maintaining a sophisticated aesthetic. This requires ambient lighting in the surrounding environment and accent lighting to highlight architectural features. E.g. Awnings, columns, vertical features and textures within the building fabric, rather than the blanket illumination techniques. All light sources will be directional and as concealed as possible to achieve low glare and designed in accordance with AS/NZS 4282 Control of the obtrusive effects of outdoor lighting.

6.6.6 6.6.6.1

OFFICE SUPPORT ANCILLARY SPACES (IE BUILDING MANAGERS OFFICE) General

The proposed lighting system should provide the required maintained illuminance over the area and adequate wall and ceiling luminance – i.e. perceived brightness should be considered for visual comfort as well as improve vertical brightness for better visibility of notice boards, chalk boards and vertical display. Subject to ceiling type and arrangement, it is proposed that recessed linear LED lighting be provided throughout office and workstation spaces.

6.6.4

LOBBY / ENTRANCES

Hierarchy of brightness should be adopted in the entrance area for way finding, orientation and should add to the arrival experience of the visitors. Visual differentiation of primary and secondary entries and movement routes should be considered.

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6.7

LIGHTING CONTROL SYSTEM

A centralised lighting control system will be proposed throughout to offer flexibility through the use of lighting ‘scene setting’, in support to provide a multi-functional and a flexible facility. Smaller areas may have local control and/or occupancy sensors as appropriate. There are a number of control systems available on the market, which meets the functional requirements of the project. A DALIDynalite based Lighting Control System will be proposed. This system is now a standard approach to optimise use of energy, monitoring the maintenance regimes of luminaires.

Figure 1: Lighting Control Topology

The lighting control system will be such that different lighting scenes will be pre-programmed and synchronised to an astronomical time-clock, with manual override available. A touch screen control panel at the building managers office will be provided to provide control to all buildings lighting systems. There is an opportunity to explore emerging lighting control technology such as Bluetooth technology to control luminaires within the project. Smart buildings using Bluetooth Mesh technology will allow operation of lights, switches and other lighting systems –i.e. sensors.

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6.8

EMERGENCY & EXIT LIGHTING

6.8.1

GENERAL

Emergency and exit lighting is to be provided throughout the precinct to comply with the requirements of NCC and AS 2293. Exit signs will be of the edge lit blade type in front of house areas to minimise visual impact. All internal emergency and exit lighting shall be of the LED type. Emergency spitfire battery packs will be installed such that they are easily accessible for future maintenance.

Figure 2: Emergency lighting luminaires

6.8.2

CENTRALISED MONITORING SYSTEM

A Centralised monitoring system is proposed for the precinct to facilitate improved monitoring, control and fault reporting. This enables testing, reports and fault finding accessible from a networked computer (ie at the building managers office). A wide variety of monitoring system technologies exist including: • • •

Communications over power cabling (however as we have apartment meters, this is not recommended as the high frequency signal can be interrupted via the meter) Wireless dedicated network Communications over dedicated central monitoring cabling

JHA will propose communications over dedicated cabling, as wireless systems in a residential environment with uncontrolled wifi networks can interfere with the emergency lighting frequency.

6.8.3

The relative pros and cons for including a system with this functionality include: • • Cons: • •

Intelligent, Fire Engineering Solution Increased occupant safety

Double the price of the traditional emergency monitoring system Increased overall system complexity.

EMERGING CENTRALISED MONITORING SYSTEM INTEGRATED TO FIRE DETECTION SYSTEM – FOR DISCUSSION ONLY

More advanced technology is available such as that by Hochiki Dynamic X and way-finding capability systems (http://www.hochikiaustralia.com), which integrates into the Fire Detection system (FIP) of the site. The integrated solution provides wayfinding in the event of emergencies, directing occupants on the most appropriate egress route based on Fire conditions. Refer to the diagram below for consideration.

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7 7.1 7.1.1

TELECOMMUNICATIONS

Backbone telephony cabling for common phone lines will be installed from the Main Distribution Frame. Backbone riser cabling is proposed as minimum Cat 6 cabling.

LEAD-IN SERVICES NATIONAL BROADBAND NETWORK

NBN is proposed to be used as the communications provider for the site. A fibre to the building (FTTB) connection is proposed for the building, with the required head end infrastructure provided in the main comms room.

7.1.3

NBN NTD LOCATION IN APARTMENTS

In previous Billbergia projects, we note the location of NBN NTU and technology equipment varies, from locating within the low section of a Wardrobe (ie Rhodes Stage 1) or within a dedicated cupboard (ie Block E). The NBN/technology location will consist typically of the following: -

NBN NTD unit

2 x GPO’s

Flush Patch panel for outgoing data point outlets to the apartments

MATV splitter

Spare provisional space for owner technology (ie router, switch or wifi hub)

With the ever increasing demand for technology and increased equipment space, JHA recommend locating NBN/ technology equipment, in a dedicated cupboard, as opposed to locating in the low section of a wardrobe, due to the following: -

equipment when located in wardrobes. Clothing and other items will block the equipment and therefore increasing

Example NBN Headend Elevation

7.1.2

Increased heat and reduced ventilation. Apartment owners we have observed will not consider air gaps required by the temperatures typically over and above NBN/ equipment manufacturer recommendations.

APARTMENTS / TENANCY

Provision by way of conduits, ducts and cable paths will be made for the cabling system for the NBN. It is proposed that a Network Termination Unit (NTU) be provided within each apartment by the NBN. The NTU would permit interconnection of internet media and connection of phones. The NTU will require a panel arrangement and is anticipated to be in the order of 520 Wide x 380mm High and 150 – 200mm Depth as per required in the NBN Co. MDU Building Design Guide – New Developments Guideline.

Example of NBN equipment in a dedicated cupboard within each apartment

7.1.4

TELEPHONY SERVICE FOR LIFE SAFETY AND CLIENT ESSENTIAL SERVICES

Common phone lines (additional capacity to the above) will be provided for the following– • • •

Fire Alarm monitoring. Lift phones. Security & CCTV monitoring.

Each apartment and retail tenancy will be provided with its own NTU.

Common phone lines will be derived from the NBN network. Space provision for NTUs and associated back up battery has been

Ducts will be provided for the NBN fibre optic cable. Space provision within risers and comms room and required cable trays and NBN

allowed for with the comms room.

dedicated conduits into each apartment will be provided for the installation of the NBN Fibre network. Supply and installation of active and passive equipment (For example FDHs, FDTs and NTUs) and the optic fibre cables will be carried out by NBN (However, developer ‘per unit’ charges will apply).

Subject to the final carrier, alternative means of connectivity such as dual sim 4G dialler will be considered for the FIP or Lift as a secondary backup.

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7.2

WIRELESS ACCESS POINTS

Structure cabling provisions for a wireless network system will be made throughout the podium levels of the development and strategically located for coverage throughout. The provisions will include a dedicated double data outlet ready for Wireless Access Points to be installed at these locations. These will be generally located in all the areas, ceiling mounted, or where the ceilings are greater than 3m high, the WAP point will be mounted at 2.4m AFFL on the wall. Heat mapping may need to be carried out, subject to client’s selected and preferred vendor. Note, the active network activation scope is yet to be defined in the following areas: -

Common apartment areas

Council Recreation areas

JHA are currently not engaged to carry out the ‘active networks and WAP’ design, however do have the in-house specialist ICT and technology team, should the project require.

7.3

DISTRIBUTED ANTENNA SYSTEM (IN BUILDING MOBILE COVERAGE)

A Distributed Antenna System (DAS) is proposed to only cover the basements and the podium levels. The residential levels will not have DAS coverage (to be further discussed with the client). The details of the DAS scope is yet to defined.

7.4

TOWER RETICULATION RISERS

COMMUNICATIONS RISER: ▪

House ICT distribution

▪

NBN equipment

▪

Security services

▪

MATV/pay TV distribution

▪

Intercom system distribution

▪

Dry fire cabling and equipment

▪

Space for DAS distribution

Refer to the typical riser details which have been developed on previous projects. The setouts reflect equipment positions from completed projects.

Preliminary Residential Tower Communications Riser

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7.5

ELECTRICAL SERVICES INFRASTRUCTURE SPATIAL REQUIREMENTS

Discipline

Riser Description

Riser Size (Width/Depth/Height)

Communications

Communications Campus Distributor (CD) Room

5,000

3,500

Full Height

7.6

Location

Comments

Level 3 podium

Room to house: NBN infrastructure Space for second Telco ICT head-end CCTV head-end Security head-end Provision for Stage 3 expansion

Communications

Council Floor Distributor (FD) Room

6,000

Communications Riser (Retail/commercial)

2,900

2,400

900

Full Height

Level 1 podium

Full Height

Podium levels

Room to house: Council Services NBN and ICT infrastructure

MATV AND PAY TV DISTRIBUTION

7.6.1

TYPICAL MULTISTACKER SYSTEM

This is general achieved via implementation of a multistacker system, which includes Satellite dish(es) and antennae on the roof of buildings, with a dedicated backbone cabling and distribution system throughout the development. RG11 cabling or Fibre is distributed throughout the development to Multistack Receivers on nominated riser levels. Following conversion from optical to coaxial signal conversion, RG6 coaxial cables are then distributed to each tenancy via active splitters. Pros: ▪

No on-going cost

▪

Stand-alone system

Cons: ▪

Up-front capital and maintenance costs associated with MATV infrastructure

Room to house: House ICT distribution NBN equipment Riser to house: Security services MATV/pay TV distribution Intercom system distribution Dry fire cabling and equipment Space for DAS distribution

Communications

Communications Riser (Residential)

2,000

900

Full Height

Tower levels

Room to house: House ICT distribution NBN equipment Riser to house: Security services MATV/pay TV distribution Intercom system distribution Dry fire cabling and equipment Space for DAS distribution

Communications

DAS Room

2,000

900

Full Height

Tower levels

Room to house: House ICT distribution NBN equipment Riser to house: Security services MATV/pay TV distribution Intercom system distribution Dry fire cabling and equipment Space for DAS distribution Matchmaster Multistacker System Example

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7.6.2

NBN FIBRE MATV/ PAY TV

7.6.3

MATV / PAY TV OVER NBN/ TELCO INFRASTRUCTURE

NBN also offers a distribution alternative through which MATV and/or Pay TV services are provided by NBN. This eliminates the

Another amiable configuration is for an integrated multistasker system integrated with the nominated Telco Provider’s infrastructure

requirement for roof mounted infrastructure.

(nbn or otherwise).

Furthermore, the extent of internal building backbone cabling is reduced due to the fact that internal distribution is via NBN cabling

Under this configuration MATV /Pay TV infrastructure (antennae and backbone to CD room) is installed, after which the system is

and infrastructure.

integrated with the nominated Telco provider's building backbone infrastructure and distributed throughout the building.

Pros:

▪

NBN provides the infrastructure, meaning reduced upfront costs

▪

Reduced backbone cabling

▪

Integrated with the primary NBN (or nominated Telco) building backbone infrastructure

▪

Simplified distribution of apartment services

▪

Increased flexibility; for example if international TV transmission infrastructure is desired, the satellite and backbone to CD room

Con: ▪

Ongoing subscription costs

▪

Approval from NBN required

▪

Interdependency of services

need only be installed, with an additional optical to coaxial interface provided in the apartment technology cupboard. Cons: ▪

Approval from Telco provider required

▪

Increased coordination required between services

▪

Interdependency of services

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8 SECURITY 8.1

ELECTRONIC ACCESS CONTROL

An electronic access control system shall be proposed and deployed for the project. Access control readers and door readers will be deployed to entrances and areas requiring restricted access.

RFID Card readers JHA propose the following points in relation to access control and security system: ▪

Building D & E main entry doors will be access controlled and provided with Intercom

▪

Garbage rooms will be access controlled

▪

Carpark entrances will be access controlled and provided with Intercom (and airkey access)

▪

Store rooms will not be access controlled

▪

Select internal doors will be provided with electronic access control

▪

The Main CD Communications Room will be equipped with electronic access control

▪

The facility will initially be equipped with fully programmed cards (quantity to be confirmed), with the provision to program additional in the future;

▪

The security system will be interfaced with the fire detection system such that select perimeter doors are released in the event of a fire

▪

Lifts will be secured by card readers from basement and ground floor

▪

Lifts will be secured by card readers from basement and ground floor

▪

Each building will be considered a ‘Zone’ on the security system

▪

Arm disarming of buildings will be carried out from one central point ie. Security Room (TBC)

▪

Vehicles leaving the facility will be via in ground induction loop.

System data gathering panels and door controllers shall generally be housed within the building Communications room and communications riser cupboards (wall mounted); Various restrictions of access will be programmed. The table below summarizes the levels of access for various staff and the guests.

ACCESS CONTROL SUMMARY TABLE Access Control

Residents/Tenants

Operations

Door Position Monitoring

Individual Apartment

Proximity Card + Audio and

Yes

Video Intercom Main Front/ Rear Entry Doors

Proximity Card + Audio and Video Intercom

Gallagher platform topology

Main Equipment Room/s

Proximity Card

Yes

Carrier Entrance Room/s

Proximity Card + Carrier Keying

Yes

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Access Control

Residents/Tenants

Operations

Door Position

dependant on the site security carpark strategy. Typically, 1-off button per access roller shutter (or boom gate) will be provided, so if

Monitoring

there are multiple boom shutters/gates needed access to, then we would propose additional buttons.

DAS Radio Room

Proximity Card + Carrier Keying

Yes

Plant Rooms

Yes

Podium Level 2: Leisure Centre

Yes

Store rooms

Yes

Lifts

Proximity Card

Yes

Tenancy

Proximity Card

Yes

Concierge

Proximity Card, Audio and

Yes

The airkey should be similar or equal to CSD Microlatch ML-FOB-2S1W. JHA will request for the contractor to provide 3 off differing samples (Microlatch ML, and 2 alternatives) for approval/selection by BillBergia, as the airkeys develop rapidly in the market.

Video Intercom Master Panel linked to main entry gates Fire-stairs

Proximity card

Yes

Wireless transceivers will be mounted at the entry location of each basement entry roller shutter to provide communication from

Security Room

Proximity Card, Keypad,

Yes

airkey to access control system.

Intercom Comms risers

Yes

Distribution Board Cupboards

Yes

Roof access

Proximity Card, Keypad

Yes

Perimeter doors/roller shutters

Proximity Card, Audio and

Yes

Vehicle Entry/Exit

8.1.2

Biometric technology utilised biometric information such as fingerprint, retina or facial recognition to verify credentials. When utilised with access control systems, these technologies offer keyless access control. Key benefits of this technology include: •

Keyless/cardless access control

Video Intercom linked to

•

Frictionless access control in the case of retinal and facial recognition

Security Room/Concierge on

•

Multi Factor Authentication can be utilised for more secure areas

selected doors.

•

Unique use access credentials

•

State of the art technology may be a positive differentiator to prospective tenants

In ground vehicle loop,

Yes

Proximity Card, Audio and

Potential barriers to utilisation of this technology include:

Video Intercom, Number Plate recognition Loading Dock

In ground vehicle induction

Yes

loop, Proximity Card, Audio

•

Increased costs

•

Concerns about privacy / data collection

•

Not widely utilised in residential sector at this time

•

Potential limitations in certain technologies such as with certain facial recognition software unable to distinguish between face and still picture, loss of fingerprint access control due to personal injury

and Video Intercom Each car park level

Duress Intercom – Minimum 3 per floor

Male, Female and Accessible

Duress Intercom

Common Toilet

8.1.1

BIOMETRIC TECHNOLOGY

AIRKEYS / WIRELESS REMOTES

Examples suppliers of this technology include: Bioaccsys: https://www.bioaccsys.com.au/biometric-access-control/ Nexgen: https://nexgen.com.au/security-and-tech/biometrics/#

8.1.3

SECURITY MONITORED ALARM POINTS

The following doors will be provided with electronic monitoring (reed switches)

A combined Fob/ Airkey wireless remote will be provided for the apartment residents (Refer section 11 ‘apartment security and

▪

All Access Controlled Doors

intercom’ for apartment access card and airkey provisions proposed).

▪

Vehicle entry external doors.

This airkey shall manage both access control functionality and wireless control of the car park roller shutter(s) and any other associated

▪

All External Doors

boomgates. The access control chip shall be HID iclass technology (this is to be confirmed, subject to encryption of system in Stage 1

▪

Fire Stair Egress doors

development). A 2 button combined Fob/Airkey will be proposed, however the quantity of buttons per airkey is subject to change, as this will be

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8.1.4

FIRE STAIRS RE-ENTRY

Item

Location

The Fire Stairs for all floors except Ground Level will be locked from within with provision for building re-entry as required by the NCC.

Alarm

Action

Fault

SMS Status Alarm to Maintenance

Every floor level will be provided with a push button within the stairs connected to a buzzer within the hallway on the same floor. Mains power failure

Strobe light frames to be white and match with surface.

Power Factor Correction

The following is proposed:

Capacitor Banks

Critical Alarms Schedule

Lifts

Item

Location

Alarm

Action

Sub-Soil Pumping Station

Basement

Hi/ Low level

SMS Status Alarm to Maintenance

Pump fail

SMS Status Alarm to Maintenance

Basement

Hi/Low level

SMS Status Alarm to Maintenance

Pump fail

SMS Status Alarm to Maintenance

Secondary Hot Water

Basement

Pump fail

Circulating pump Cold Water Booster Pump

Pump fail

set Reclaimed Water Booster

Basement

Pump fail

Basement

Low level contact

SMS Status Alarm to Maintenance

Lift control panel

Lift failure

SMS Status Alarm to Maintenance

Security Rack Uninterruptible

Main Comms Room –

Power Supply

Basement 1

Security Workstation

Building Manager Room –

Uninterruptible Power Supply

Basement 1

Electric Vehicle Charging

Basement 1

Fault / Discharge

Maintenance

Fault / Discharge

Comms Room

SMS Status Alarm to Maintenance

Isolated / Failure

Stations Main Switch Rooms & Main

SMS Status Alarm to

SMS Status Alarm to Maintenance

Basement 1

Room temperature alarm

SMS Status Alarm to Maintenance

5 Spare Interface Points

SMS Status Alarm to

SMS Status Alarm to Maintenance

Basement

Pump fail

Pump set #2 Water Storage Tanks

SMS Status Alarm to

Maintenance

Pump set #1 Reclaimed Water Booster

SMS Status Alarm to Maintenance

Basement

Low level contact

Maintenance

A number of critical alarms points will be monitored.

Sewer Pumping Station

Basement

SMS Status Alarm to Maintenance

Basement

Hi/ Low level

SMS Status Alarm to Maintenance

Hot Water Units

Basement

Temperature Alarm (loss of

SMS Status Alarm to

heat<50°C)

Maintenance

Failure

SMS Status Alarm to Maintenance

Diesel Fire Hydrant Pump

Basement

Run

SMS Status Alarm to Maintenance

Isolated

SMS Status Alarm to Maintenance

Electric Sprinklers Pump

Basement

Run

SMS Status Alarm to Maintenance

Isolated

SMS Status Alarm to Maintenance

Fire Indicator Panel & Sub

Level Ground

Alarm

Fire Indicator Panels

SMS Status Alarm to Maintenance

Isolated

SMS Status Alarm to Maintenance

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8.2

SECURITY CCTV SURVEILLANCE

A Cisco IP based CCTV system is to be provided throughout the development – internal and external points. The system will be a

The CCTV system will consist of fixed lens colour cameras and weatherproof and vandal-proof cameras as required. Where wide / long view recording is needed megapixel cameras will be utilised.

colour system with digital recording of events up to 30 Days. Headend CCTV hardware shall be located within the building main communications room. New CCTV cameras and cabling will be linked back to the head-end, which is currently nominated for installation within the Main CD

CCTV surveillance will be provided to all after-hours access and perimeter points. Refer to table below for the proposed locations of security CCTV cameras.

room on Level 3 podium. Should a security office be provided for the development, the CCTV / Security head-end equipment could potentially reside within this space subject to client preference.

Camera view

It is anticipated that the system will not require dedicated switches as the system can be prescribed a dedicated VLAN network residing on the main IT network.

Main Lobby/Foyer

Camera

Fixed or Pan-Tilt-

Profile

Zoom (PTZ)

Internal

Fixed

Definition

Aspect

Additional Comments

ratio 3.1MP

4:3

Mounted on partitions, columns or structural elements

Internal Public Areas

Internal

Fixed

2.1MP

4:3

Mounted on partitions, walls,

(corridors, external to

ceilings, columns or structural

amenities)

elements

External perimeter areas Terraces and roof

External Dome

Fixed

2.1MP

4:3

(IP 54 rated) External Dome

building eaves at high level Fixed

2.1MP

4:3

(IP 54 rated) Entrance/Exit Points

External Dome

dock entrance and exit.

External Dome

Mounted on façade or on building eaves at high level

Fixed

2.1MP

4:3

(IP 54 rated) Carpark and loading

Mounted on façade or on

Mounted on façade or on building eaves at high level

Fixed

3.1MP

4:3

(IP 54 rated)

These cameras will either be mounted on light poles or dedicated CCTV poles

Carpark driveways and ramps

External Dome

Fixed

3.1MP

4:3

Mounted on soffit

Fixed

2.1MP

4:3

Mounted on soffit or wall.

Fixed

2.1MP

4:3

Mounted on soffit or wall.

(IP 54 rated)

Main Switch Room

External Dome

MER and Carrier

External Dome

(IP 54 rated) Entrance Room Entry

(IP 54 rated)

Goods and Passenger

Internal

Fixed

2.1MP

4:3

Mounted within lift-car.

Internal

Fixed

2.1MP

4:3

Mounted within lift-car.

External Dome

Fixed

3.1MP

4:3

These cameras will be

Lifts Lift Lobbies External areas

(IP 54 rated)

strategically mounted on building facades or on light poles

Typical schematic for Access Control and Security Interface

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Dome Type Internal CCTV Camera

Dome Type External CCTV Camera

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8.3

SECURITY INTERCOM SYSTEM

A video/audio digital IP-backbone system will be provided for the development. The digital video intercom system shall allow clear 2 way audio and 1 way video communication between the street panels and the

8.3.3

INTERCOM MANUFACTURERS AND INTERCOM PANEL SELECTIONS

Benchmarking of previous Billbergia development will be beneficial to determine preferences and to observe feedback on reliability and robustness of previously installed systems.

indoor intercom panels, equivalent to standard telephone reception at the handset and good PA system quality at the entry locations.

Comelit Intecom has been specified on other Mirvac developments, however we understand Urmet has been proposed on Rhodes

Audio volume at entry points should be sufficient to overcome prevailing traffic noise.

Central Stage 1. We have categorised the areas below (with photos of panels shown as indicative only – Comelit. For further discussion on preferred vendor)

8.3.1

APARTMENT INTERCOM PANEL

A video/audio digital IP intercom system will be installed in the apartment, mounted near the kitchen and living area. The internal

Location

apartment IP intercom panel will be: -

7” 16:9 High Resolution graphic LCD touch screen with User Friendly icons for simple use

SD card slot available to increase monitor’s memory and upload customized ringtones / melodies

Dedicated Key and Speech button, for lock release and audio function

Menu buttons to navigate into the User Menu

Programmable buttons for different services (Intercom Calls to other monitors/apartments, call to Building managers Station,

External Intercom Panel Model Tower Entry Lobbies (ground Level)

316 Touch with “wayfinding” and multi-language display

Self-Trigger to Entrance Panels) -

Dedicated button and LED indication for Privacy/Do not Disturb function

User accessible brightness control to compensate for ambient light conditions.

3rd Party App Integration (selected Apps only)

Capable of Control of selected A/C System (not configured for this project)

8.3.2

CALL INTERCOM PANELS

A vandalproof video/audio digital call intercom panel will be provided at all main entries to the ground floor lobbies, carpark entries, all lift lobbies in the basement which allows control the ability of access to the building. Such locations will be – • • • •

Main Lobby Entries for commercial and residential. Carpark roller shutter entries Carpark internal roller shutters as required Basement lift lobbies

Location External Intercom Panel Model Carpark Roller Shutter Entries Ikall Entrance Panel mounted on a Bollard.

The integration of the IP based video intercom system with the Access Control System will require Lift control interfaces for lift selection and lift floor selection and the management of the resident’s door open push button with the calling intercom to provide a door open signal to the access control system.

We propose to specify the system to be installed to comply with the relevant structured cabling standards (ie AS TS S009) to ensure an enhance level of installation quality, cabling dressing and termination is delivered. Often we observe, IP based security systems (CCTV and Intercom) systems installed by security contractors have inferior terminations and cabling standard installation as UTP cabling/structured cabling standards are not typically enforced in the security industry. Not enforcing such standard, may impact the quality of voice call and video transmission, and potential reliability issues in the long run.

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Location

Internal Intercom Panel Model

External Intercom Panel Model Lift Lobbies (Basement lobbies)

Building Managers Room or security

Ikall Entrance Panel

room

VIP Porter Switch + Intercom software installed on Security PC.

Location Internal Intercom Panel Model Apartments

Maxi Android IP VIP (

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9 DRY FIRE SERVICES 9.1

STANDARDS & REGULATIONS

▪

Fire trips to mechanical / hydraulic plant

▪

Integration to the sprinkler system will be provided for flow switches, tamper alarms, pressure switches, and valves as required.

▪

Interfacing with the BMS and security system

The Fire Services design and installation will conform to the latest requirements of: ▪

National Construction Code - Volumes 1 & 3

▪

AS 1670.1 Fire Detection, Warning, Control and Intercom Systems

▪

AS 1670.4 Sound System and Intercom Systems for Emergency Purposes

▪

Fire Engineering Requirements

9.2

SMOKE DETECTION SYSTEM

A smoke detection system & alarm system will be provided in accordance with NCC and AS 1670.1 requirements. The system shall be a fully addressable fire detection and alarm system that is controlled and monitored by a Main Fire Indicator Panel (MFIP) located in the Fire Control Room plus Sub-Fire Indicator Panel (SFIP) in both lobbies. The smoke detection system will be interconnected with the BMS, combined fire sprinkler and hydrant system, Emergency Warning &

Typical Beam Smoke Detector

Typical Smoke Detector

Intercom System (EWIS). A Fire Fan Control Panel (FFCP) will automatically and manually control the ventilation and air distribution systems throughout the building for the control of smoke in accordance with AS 1668 and the Fire Engineering Report. The MFIP will consist of Alarm Signalling Equipment (ASE) for automatic notification of a fire alarm to the Fire Brigade via a third party monitoring provider. The ASE has to be able to transmit to the third party monitoring provider when the building is in alarm. The fire panels will be provided with a minimum of 20% spare capacity. Detectors will be selected and positioned to suit the risk and to mitigate the possibility of false alarms. Smoke Detectors will be installed to the development as required by AS 1670 and the NCC including but not limited to the following areas: ▪

Residential floors Common Corridors

▪

Podium Levels

▪

Basements

▪

Plant Levels

Typical Heat Detector

It is understood that sprinklers will be installed on all levels including the basement car park areas which will require smoked detectors in all circulation spaces.

9.3

FIRE DETECTION & EMERGENCY WARNING INTERCOM SYSTEM

The Emergency Warning and Intercom System (EWIS) will be controlled by a Master Emergency Control Panel (MECP) co-located with the FIP in the entry lobby area. EWIS speakers will be provided throughout the building in accordance with AS 1670.4-2015 to provide sound pressure levels and speech intelligibility in accordance with code requirements. Warden Intercommunication Phones (WIPs) and Manual Call Points will be provided throughout to each alarm zone.

Typical Fire Indicator Panel

Typical EWIS Panel Enclosure

It is proposed that the development shall comprise of the following: ▪

Emergency Warning and Intercom System (EWIS)

▪

Reflected Beam Smoke Detectors connected to Fire Indicator Panel (MFIP) including audio alarms, visual alarms, magnetic for hold open devices etc

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9.4

SMOKE ALARM

Individual apartments will be completed with smoke alarms to AS3786. These smoke alarms within respective apartments shall be interconnected to sound if one smoke alarm is activated. The Smoke alarms will be specified to output 85db at 3m.

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10 AUDIO VISUAL AND TECHNOLOGY We understand the Audio-Visual scope and demarcation is to be confirmed. JHA understand common area background music system, wifi, way finding, digital signage scope is yet to be confirmed. JHA are not scoped to carry this out, however we have in house Audio Visual / Technology team to carry out user experience review and design the technology scope should Billbergia require.

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“SHELL & CORE” TENANCY PROVISIONS

11.1

GENERAL

This section covers the proposed Shell and Core tenancy provisions at the Rhodes Stage 2 development. Proposed shell and core tenancy within the development are as per the following: -

Billbergia Café

Working Kitchen

Community centre

A.H.I tencancies

Café

The provisions for electrical and dry fire services will be limited to ‘shell and core’ arrangement (minimum safety circulation lighting, emergency lighting, smoke detection and emergency sounds system). The provisions will cover the following:

Each tenancy will be provided with a three-phase supply. Refer to Services Matrix for final provision of supply to each tenancy.

11.3

APARTMENT PROVISIONS

This section covers the proposed Apartment provisions at the Rhodes Stage 2 development. The provisions will cover the following: -

Apartment Load Centre

Apartment metering

Apartment Electrical distribution provisions

Apartment Telephony/ data provisions

Apartment MATV / Pay TV

Apartment Lighting and lighting control

Apartment Security and Intercom

Apartment Smoke Alarms

11.3.1

LOAD CENTRE

Lighting and lighting control (minimum safety circulation lighting with a local light switch)

Emergency Lighting

Each apartment will be provided with lighting and power circuitry from a local load centre/DB. All general power and lighting circuits

Incoming supply (dedicated distribution board)

shall be fitted with RCD protection to the requirements of AS/NZS 3000.

Electrical metering (embedded metering – orphan meter)

Communication services (dedicated NTU)

A single point of isolation will be provided within each Load Centre/DB for the local apartment mechanical system (i.e: AC unit and

DAS Mobile Network coverage

Dry Fire Services

exhaust fans) to comply with AS/NZS 3000.

11.3.2

APARTMENT ELECTRICAL

Metered power supplies will be provided terminated onto a dedicated distribution board located within the tenancy.

Electrical outlets will be provide to each of the following locations:

Each tenancy will be provided with a three-phase supply. Refer to Services Matrix for final provision of supply to each tenancy.

Living:

4 Double GPOs,

Lighting will be provided via surface mounted LED Batten light fittings with integrated emergency to provide a ‘safety level’ of lighting

Dining:

1 Double GPOs

as per AS 1680 and exit lighting connected back to the base building monitored emergency lighting system.

Kitchen:

2 Double GPOs + Appliances provisions, DB above fridge

Master Bedroom:

3 Double GPOs,

Bedroom 2:

2 Double GPOs,

Bedroom 3:

2 Double GPOs

Study (if provided):

2 Double GPOs,

Bathrooms:

1 Double GPO

Laundry:

2 Double GPO 1 Double GPO 1 Weatherproof Double GPO

11.2

COMPLETE FIT-OUT TENANCY PROVISIONS

This section covers the proposed complete fit-out tenancy provisions at the Rhodes Stage 2 development. Proposed complete fit-out tenancy within the development are as per the following: -

Health Club + Health Club Office

Hallway:

Multi Court + Spectators Mezzanine

Balcony:

Gymnastics Centre

Wintergarden (if provided) 2 Double GPOs

Crèche

Storage cage

Café

(in basement)

Childcare Centre

Premium Storage cage

The provisions will cover the following:

Nil 1 Weatherproof Double GPO

(in basement)

11.3.3

APARTMENT TELEPHONE/ DATA

Lighting and lighting control

Emergency Lighting

Power provisions (dedicated distribution board + power outlets)

Electrical metering (embedded metering – orphan meter)

Communications services (dedicated NTU + data outlets from Council FD)

Living:

2 x RJ45 outlet: Adjacent TV outlets

DAS Mobile Network coverage

Kitchen:

1 RJ45 outlet, Intercom + RJ45 outlet

Dry Fire Services

Master Bedroom:

2 x RJ45 outlet: 1 x adjacent bed; 1 x opposite bed

Bedroom 2:

1 x RJ45 outlet: 1 x adjacent bed

Metered power supplies will be provided terminated onto a dedicated distribution board located within the tenancy.

Communication services riser will be space provisioned for NBN infrastructure up to a dedicated technology cupboard in each apartment. Internal cabling within the apartment will be Category 6 UTP cable from the cupboard to each of the following locations:

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Bedroom 3:

1 x RJ45 outlet: 1 x adjacent bed

Study (if provided):

2 x RJ45 outlet: adjacent to GPOs

11.3.4

APARTMENT MATV / PATV

Living:

2 x outlets: adjacent data outlets

Master Bedroom:

1 x outlet: opposite bed

Bedroom 2:

1 x outlet: opposite bed

Bedroom 3:

1 x outlet: opposite bed

11.3.7

APARTMENT SMOKE ALARMS

Individual apartment will be completed with smoke alarms, one in front of the bedrooms and one at the entrance door within the apartment.

Wintergarden: (if provided) 1 x outlet: adjacent power outlet for TV

11.3.5

APARTMENT LIGHTING

Lighting will be provide to each of the following locations: Living:

Recessed LED Downlights

Dining:

Recessed LED Downlights

Kitchen:

Recessed LED Downlights, LED strip light under cabinet

Master Bedroom:

Recessed LED Downlights, 1 local switch

Bedroom 2:

Recessed LED Downlights, 1 local switch

Bedroom 3:

Recessed LED Downlights, 1 local switch

Study (if provided):

Recessed LED Downlight, 1 local switch

Bathrooms:

Recessed LED Downlights, LED strip light under cabinet, 2 Gang switch for Light and extract fan

Laundry:

Gang switch for Light and extract fan

Hallway:

Recessed LED Downlights, 2 way switch

Balcony:

Wall LED light, 1 local switch

Wintergarden (if provided) Recessed LED Downlights (TBC), 1 local switch

11.3.6

APARTMENT SECURITY AND INTERCOM

Apartments will be provided with an audio and video intercom in accordance with the Security Services section of this report. The following provisions will be provided to enable access into basement entries and common area doors. Access/Fob Key per apartment: 1 bedroom apartment : [X] -off Access/Fob Key 2 bedroom apartment : [X] -off Access/Fob Key 3 bedroom apartment : [X] -off Access/Fob Key Combined Fob/ Airkey per apartment: 1 bedroom apartment : 1 -off Access/Fob Key 2 bedroom apartment : 1 -off Access/Fob Key 3 bedroom apartment : 2 -off Access/Fob Key An extra 20% of total apartments will be specified as spare Combined Fob/Airkeys for the building manager. Individual apartment doors will not be provided with access control or intruder detection.

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12 APPENDICES CONTENTS The following Appendices are attached to the Report: ▪

Appendix A – Electrical Supply Memorandum

▪

Appendix B – Preliminary Services Benchmarking Matrix

▪

Appendix C – Preliminary Retail Services Matrix

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APPENDIX A – SUPPLY AUTHORITY MEMORANDUM

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26 February 2020

PROJECT NAME:

Rhodes Central Stage 2 Electrical Supply Memorandum [A]

PROJECT NUMBER:

200033

ATTENTION:

Chris Kang, Thomas Gregg

FROM:

Luke Wheeler, Marc Estimada

INTRODUCTION

The purpose of this memorandum is to outline the current maximum demand estimate for the Stage 2 Development at Rhodes Central based on the current facilities brief and outline the implications associated with: 1.

The potential provision of air-conditioning to the Council Multi-Court hall in-leu of non-conditioned ventilation

The potential ulilisation of a nominal 1,600m2 space on Level 3 podium for either a commercial or other use tenancy space.

The outcomes of items 1 and 2 above will have a significant impact on the planning and spatial allocations associated with High Voltage (HV) and Low Voltage (LV) infrastructure to the site. When reviewing the below Maximum Demand Scenarios and associated Electrical Infrastructure requirements it is important to keep the following points in mind: A.

The initial maximum demand within each scenario is based on AS/NZS 3000

An additional diversity factor of 0.8 has been applied to the AS/NZS 3000 maximum demand, resulting in a further site estimated load reduction in the order of 1,500A/phase (greater than that available from an additional 1,000kVA transformer)

Maximum Ausgrid ‘non-firm’ rating for a chamber substation is 6,000A/phase. Typically 5,500A/phase is allowed by Ausgrid, with 6,000A/phase subject to Ausgrid approval as part of our Level 3 substation design

The diversified maximum demand under the current design is right on the 6,000A limit for a single chamber substation.

It is requested that a workshop be arranged to establish an agreed solution to facilitate formal application to Ausgrid and resolution of spatial requirements in a timely manner. JHA trusts that the information within this memorandum clear and provides a concise summary of current allowances and loads for the Stage 2 development, for the Billbergia team to consider. We are here to assist, so please don’t hesitate to call to organise a workshop or to discuss further.

2 CURRENT MAXIMUM DEMAND 2.1

MAXIMUM DEMAND

The current maximum demand for the proposed Stage 2 development is based on original architectural plans which excluded the above spaces. As such the current maximum demand as it stands, specifically excludes: 1.

Air-conditioning to the Council multi-court

A Commercial / other-use tenancy within the Level 3 podium space.

The below table summarises the overall calculated maximum demand under these conditions, as it currently stands. Current Stage 2 Maximum Demand - Excludes Level 3 Commercial / other-use tenancy and applies non-conditioned ventilation to Council Multi-Court Description Basement Levels

Electrical Load 1238.11

A/phase

Electric Car Chargers - allowing 2 per level at 75% Diversity

144.00

A/Phase

99.77

kVA

Podium – Council MDB – Current Allowance

862.64

A/Phase

595.22

kVA

Podium – Billbergia spaces – Current Allowance

273.78

A/Phase

188.91

kVA

Communal Open Spaces - Level 4 Lifts (Tower D and Tower E) Apartments (Tower D and Tower E) Common areas (residential floors Tower D and Tower E) Total Maximum Demand - Option 1 – AS/NZS 3000

10.89

A/Phase

7.55

kVA

240.56

A/Phase

166.67

kVA

4389.64

A/Phase

3041.23

kVA

333.84

A/Phase

231.29

kVA

7493.46

A/Phase

5191.62

kVA

4153.30

kVA

0.8 Total Diversified Maximum Demand – Current

857.79

5994.77

Additional Diversity A/Phase

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2.2

COUNCIL MAXIMUM DEMAND

In accordance with previous discussions between JHA and Billbergia, it is currently proposed that a dedicated Main Distribution Board (MDB) be provided for the Council managed facilities of the Podium Levels. The Council MDB maximum demand is based the below-listed locations being supplied from this switchboard. Any addition and removal of spaces to the list below will necessitate adjustment of the maximum demand and associated electrical supply allowance for this switchboard. Podium 01 

Childcare Centre



Social Enterprise and Working Kitchen



2 off A.H.I tenancies



Back of House associated with tenancies



Main council foyer and circulation



Amenities



Café

Podium 02 

Entire floor

Podium 2 Mezzanine 

Spectators area

Current Diversified Council Main Distribution Board (MDB) Maximum Demand: 863A/phase

2.3

KEY CONSIDERATIONS AND IMPLICATIONS 1.

The maximum demand based on 18 total single phase electric vehicle chargers for Stage 2 (144A/phase)

The multi-court is to be provided with non-conditioned ventilation only

There will be no tenancy fit-out within the Level 3 podium space

Stage 2 can be supplied via a single 3 x 1,500kVA transformer chamber substation under these conditions.

2.4

ELECTRICAL SUPPLY

Current maximum demand – fed from a 3 x 1,500kVA transformer chamber substation (as currently planned) Spatial Requirements: Item

Approximate Spatial Requirement (m2)

Location

3 x 1,500kVA transformer chamber substation

225

Basement 1

Main Switchroom(s)

Basement 1

Total

300

Basement 1

3 SCENARIO 1 - ADDITIONAL LOAD DUE TO LEVEL 3 COMMERCIAL / OTHER-USE TENANCY AND AC TO COUNCIL MULTI-COURT 3.1

SCENARIO 1 - MAXIMUM DEMAND

Under the direction of Billbergia, JHA have been asked to investigate the feasibility and impacts of the following: 1.

The additional of air-conditioning to the Council multi-court AND

The addition of a Commercial / other-use tenancy within the Level 3 podium space.

For clarity for the purpose of this memo, this scenario is considered as “Scenario 1”. The below table summarises the overall calculated maximum demand under these conditions: Scenario 1 –Additional Load due to Level 3 Commercial / other-use tenancy AND AC to Council Multi-Court Description

Electrical Load

Basement Levels

1238.11

A/phase

857.79

144.00

A/Phase

99.77

kVA

1029.02

A/Phase

710.02

kVA

Podium – Billbergia - Scenario 1

481.63

A/Phase

332.32

kVA

Communal Open Spaces - Level 4

10.89

A/Phase

7.55

kVA

240.56

A/Phase

166.67

kVA

4389.64

A/Phase

3041.23

kVA

333.84

A/Phase

231.29

kVA

7867.69

A/Phase

5450.90

kVA

4360.72

kVA

Electric Car Chargers - allowing 2 per level at 75% Diversity Podium – Council MDB - Scenario 1

Lifts (Tower D and Tower E) Apartments (Tower D and Tower E) Common areas (residential floors Tower D and Tower E) Total Maximum Demand - Option 2 – AS/NZS 3000

0.8 Total Diversified Maximum Demand – Scenario 1

3.2

6294.15

Additional diversity A/Phase

COUNCIL MAXIMUM DEMAND

Scenario 1 Diversified Council Main Distribution Board (MDB) Maximum Demand: 1,029A/phase

3.3

SCENARIO 1 - KEY CONSIDERATIONS AND IMPLICATIONS 1.

The maximum demand based on 18 total single phase electric vehicle chargers for Stage 2 (144A/phase)

The Council multi-court is to be fully air-conditioned (Additional electric load before site diversity ~167A/phase)

Level 3 Podium - 1,600m2 of the Level 3 podium space is to be utilised for a commercial / other-use tenancy (Additional electric load before site diversity ~208A/phase)

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The council Main Distribution Board (MDB) supply need not be limited.

Under the “Scenario 1” condition, Stage 2 can no longer be supplied via a single 3 x 1,500kVA transformer chamber substation Impact: Additional single 1x1000kVA mini-chamber surface substation will be required. OR Alternate substation arrangement of dual 2 x 1,500kVA basement chamber substations. Please see below for a summary of options and spatial impacts.

3.4

ELECTRICAL SUPPLY OPTIONS – SCENARIO 1

Option 1 - 3 x 1,500kVA transformer chamber substation (Current arrangement) + ADDITIONAL 1 x 1,000kVA transformer mini-chamber surface substation Spatial Requirements: Item

Approximate Spatial Requirement (m2)

Location

3 x 1,500kVA transformer chamber substation

225

Basement 1

1 x 1,000kVA mini-chamber surface substation

Ground level – with street access

Main Switchroom(s)

100

Basement 1

Total

341

Basement 1 / Ground

Option 2 – 2 off 2 x 1,500kVA transformer chamber substations Spatial Requirements: Item

Approximate Spatial Requirement (m2)

Location

2 x 1,500kVA transformer chamber substation

170

Basement 1

2 x 1,500kVA transformer chamber substation

170

Basement 1

Main Switchroom(s)

100

Basement 1

Total

440

Basement 1

4 SCENARIO 2 - ADDITIONAL LOAD DUE TO LEVEL 3 COMMERCIAL / OTHER-USE TENANCY (NO AC TO COUNCIL MULTI-COURT) 4.1

MAXIMUM DEMAND

A second scenario, known as “Scenario 2” for consideration is as follows: 1.

Non-conditioned ventilation only to the Council multi-court (Ie No A/C)

The addition of a Commercial / other-use tenancy within the Level 3 podium space.

The below table summarises the overall calculated maximum demand under these conditions: Scenario 2 – Additional Load due to Level 3 Commercial / other-use space (No AC to Council multi-court) Description Basement Levels

Electrical Load 1238.11

A/phase

Electric Car Chargers - allowing 2 per level at 75% Diversity

144.00

A/Phase

99.77

kVA

Podium – Council MDB - Scenario 2

862.64

A/Phase

595.22

kVA

Podium – Billbergia - Scenario 2

481.63

A/Phase

332.32

kVA

Communal Open Spaces - Level 4 Lifts (Tower D and Tower E) Apartments (Tower D and Tower E) Common areas (residential floors Tower D and Tower E) Total Maximum Demand - Option 3 – AS/NZS 3000

10.89

A/Phase

7.55

kVA

240.56

A/Phase

166.67

kVA

4389.64

A/Phase

3041.23

kVA

333.84

A/Phase

231.29

kVA

7701.31

A/Phase

5335.62

kVA

4268.50

kVA

0.8 Total Diversified Maximum Demand – Option 3

4.2

857.79

6161.05

Additional diversity A/Phase

COUNCIL MAXIMUM DEMAND

Scenario 2 Diversified Council Main Distribution Board (MDB) Maximum Demand: 863A/phase

4.3

KEY CONSIDERATIONS AND IMPLICATIONS 1.

The maximum demand based on 18 total single phase electric vehicle chargers for Stage 2 (Approx 144A/phase)

The Council multi-court is to be provided with non-conditioned ventilation only (ie No A/C to Council multi- court)

Level 3 Podium - 1,600m2 of the Level 3 podium space is to be utilised for a commercial / other-use tenancy (Additional electric load before site diversity ~208A/phase)

Stage 2 can no longer be supplied via a single 3 x 1,500kVA transformer chamber substation under these conditions. Impact: Load management and/or load shedding required to maintain current substation arrangement of 3 x 1,500kVA OR Additional single 1x1000kVA mini-chamber surface chamber substation will be required. OR Alternate substation arrangement of dual 2x 1500kVA basement chamber substations. Please see below for a summary of options and spatial impacts.

200033 Rhodes Stage 2 Electrical Supply Memorandum [A] - release

3 of 4

4.4

ELECTRICAL SUPPLY OPTIONS – SCENARIO 2

Option 1 - 3 x 1,500kVA transformer chamber substation (Current arrangement)– however requires reallocation of loads and “load management/load shedding” Load allocation Requirements: 1.

Reallocation of all Electric Vehicle chargers to Stage 3 substation. This would mean there will be NO Electric Vehicle charging to stage 2.

AND 2.

“LOAD MANAGEMENT/ LOAD SHEDDING” of supplies to nominated tenancies. This may include HVAC plant to Level 3 podium commercial and/or residential zones. For example, target Air Conditioning to the proposed Level 3 podium commercial tenancy and/or the gymnasium to drop off in the event the peak site demand nears a predetermined load. This needs to be discussed in detail prior to considering.

AND/OR 3.

Consideration of additional power generation and/or storage onsite. This might include things such as battery storage or diesel/gas generation.

Spatial Requirements: Item

Approximate Spatial Requirement (m2)

Location

3 x 1,500kVA transformer chamber substation

225

Basement 1

Main Switchroom(s)

Basement 1

Total

300

Basement 1

Option 2 - 3 x 1,500kVA transformer chamber substation (Current arrangement) + ADDITIONAL 1 x 1,000kVA transformer mini-chamber surface substation Load allocation Requirements: 1.

No requirement for reallocation of all Electric Vehicle Chargers to Stage 3

Council MDB supply need not be limited

Spatial Requirements: Item

Approximate Spatial Requirement (m2)

Location

3 x 1,500kVA transformer chamber substation

225

Basement 1

1 x 1,000kVA mini-chamber surface substation

Ground level – with street access

Main Switchroom(s)

100

Basement 1

Total

341

Basement 1 / Ground

Option 3 – 2 off 2 x 1,500kVA transformer chamber substations Load allocation Requirements: 1.

No requirement for reallocation of all Electric Vehicle Chargers to Stage 3

Council MDB supply need not be limited

Spatial Requirements: Item

Approximate Spatial Requirement (m2)

Location

2 x 1,500kVA transformer chamber substation

170

Basement 1

2 x 1,500kVA transformer chamber substation

170

Basement 1

Main Switchroom(s)

100

Basement 1

Total

440

Basement 1

Yours Sincerely,

Marc Estimada Director

200033 Rhodes Stage 2 Electrical Supply Memorandum [A] - release

4 of 4

APPENDIX B – PRELIMINARY SERVICES BENCHMARKING MATRIX

200033 - Rhodes Stage 2 - Electrical Return Brief [P1] 200313

46 of 47

RHODES CENTRAL STAGE 2 SERVICES BENCHMARKING MATRIX PROJECT DATE REVISION TRADE

Rhodes Central Stage 2, 52-54 Walker Street, Rhodes, NSW, 2138 13/03/2020 17:46 1 ELECTRICAL SERVICES

ITEM

ELEMENT

BILLBERGIA Rhodes Stage 1 System details

no.

MIRVAC Block E System details

MARRICKVILLE

Figtree -SOPA System details

1.000

RECOMMENDATIONS FOR RHODES STAGE 2

Toga System details ELECTRICAL SUPPLY SYSTEM

System details

1.001

Substation Configuration

Two off 3 x 1500kVA transformer chamber substations Supply authority: Ausgrid

One of 2 x 1500kVA transformer chamber substation + One off 1000kVA mini-chamber surface Substation Supply authority: Ausgrid

1.002

Photovoltaic System

Yes - 50kW

Yes - 99kW

1.003

Standby Power

Yes - Stand-by diesel generator

1.004

Power Factor Correction

Yes

No - Temporary generator connection point(s) with manual transfer switch only Yes

1.005

Lightning Protection

Yes - Class 1 system on all towers

Yes - Class 1

Yes - Dynasphere on 2 of 4 towers

Yes - Class 1

Yes - Class 1 system on all towers

1.006

Electrical Vehicle Chargers (EVC)

Yes - 10 off for Retail Supplier/manufacturer: Jet Charge

Yes - 2- total

Yes - Amount Pending

Yes - 2 per basement Supplier/manufacturer: Jet Charge

One off 3 x 1500kVA transformer chamber substations Supply authority: Ausgrid

2 x 1000 kVA mini-chamber Substations Supply authority: Ausgrid

Yes - 50kW

Consideration may be given to use of micro-inverter technology as this provides benefits such as: * improved system efficiency *performance under partial shadowing conditions * Reduced spatial requirements due to elimination of string inverters Location of temporary generator connection point and hardstand One PFC unit per MSB proposed

Final number of chargers to be confirmed Potential for reallocation of EVC to Stage 3 only to facilitate Stage 2 load reduction

SWITCHBOARDS

2.000 2.001

Proposed - Rhodes Stage 2 Considerations and items to be resolved

One of 3 x 1500kVA transformer chamber substation + Electrical Supply configuration; refer to JHA electrical supply memo One off 1000kVA mini-chamber surface Substation (TBC) Supply authority: Ausgrid Location of PV array to be resolved

Main Switchboard (MSB)

Form 4 > 1600Amps Form 3B < = 1600Amps IP42 Internal IP55 External

(3-off MSB) Form 3B > = 800Amps IP42 Internal IP55 External

(2-off MSB) Form 3B > 3200Amps IP43 Internal

Form 3B > 400Amps IP42 Internal IP55 External

(2-off MSB) Form 3B IP42 Internal IP55 External

Number of MSBs to be determined based on final HV network configuration

MDB proposed at base of Tower D to facilitate reduced horizontal cabling. All Tower D House DB and Tenant Meter Panels to be supplied from this MDB 2.002

Main Distribution Boards (MDB)

Form 3B > 800Amps Form 2B < = 800Amps IP42 Internal IP55 External

Form 3B > 800Amps IP42 Internal IP55 External

Form 3B > 800Amps Form 2B < = 800Amps IP42 Internal IP55 External

MDB proposed for Council facilities electrical distribution. All Council DBs and MSSBs on podium levels to be supplied from this MDB MDB proposed at Tower E 'uplift' transition point. All Tower D House DB and Tenant Meter Panels above this transition point to be supplied from this MDB

2.003

Distribution Boards (DB)

Form 2b IP42 Internal IP55 External

Form 1 IP42 Internal IP55 External

Form 2b IP42 Internal IP55 External

Form 1 IP42 Internal IP55 External

Form 2b IP42 Internal IP55 External

2.004

Metering

Embedded Metering Provider: Evergy

Authority Metering to Build to Sell apartments. Embedded Metering to Build to Rent apartments.

Authority and private metering NO embedded metering.

Embedded Metering Provider: Evergy

2.005

Location of Distribution Board in Apartments

Above fridge in kitchen

High Level in Kitchen Joinery

Above fridge in kitchen

Dedicated cupboard above fridge in kitchen

House DBs to be installed every two/three levels and be supplied via a rising main/tee-off box configuration Embedded metering proposed through Stage 2 development; final configuration to be resolved during design development

ELECTRICAL RISER CONFIGURATIONS

3.000

3.001

House DBs to be installed every five levels and be supplied via a rising main/tee-off box configuration

Lobby 1: Combined Elec and Comms 1350mm wide x 1200mm deep

Size of Electrical Risers (Non Residential)

1500mm wide x 700mm deep

2000mm wide x 2500mm deep Electrical Room

Lobby 2: Combined Elec and Comms 1750mm wide x 1200mm deep 1800mm wide x 800mm deep

1800mm wide x 900mm deep

900 depth based on available riser footprint and not electrical design driven

1800mm wide x 900mm deep

900 depth based on available riser footprint and not electrical design driven

Lobby 3,4,6: Combined Elec and Comms 1900mm wide x 700mm deep Lobby 5: Combined Elec and Comms 2600mm wide x 700mm deepComms 1350mm Lobby 1: Combined Elec and wide x 1200mm deep

3.002

Size of Electrical Risers (Residential)

2000mm wide x 600mm deep

2000mm wide x 2500mm deep Electrical Room

Lobby 2: Combined Elec and Comms 1750mm wide x 1200mm deep 1800mm wide x 800mm deep Lobby 3,4,6: Combined Elec and Comms 1900mm wide x 700mm deep Lobby 5: Combined Elec and Comms 2600mm wide x 700mm deep

POWER SUPPLIES AND OUTLETS

4.000

4.001

Living

1 x DGPO 2 x DGPO for TV 2 x isolator for A/C IP20 minimum

1 x DGPO 2 x DGPO for TV 1 x isolator for A/C 1 x DGPO for NTD (One per apartment) IP20 minimum

2 x DGPO 2 x DGPO for TV IP20 minimum

1 x DGPO 2 x DGPO for TV IP20 minimum

1 x DGPO 2 x DGPO for TV 2 x isolator for A/C IP20 minimum

Final outlet locations and number subject to apartment configuration(s)

Dining

1 x DGPO IP20 minimum

Final outlet locations and number subject to apartment configuration(s)

Bedroom

2 x DGPO by bedside 1 x DGPO for TV 1 x DGPO for NTD (One per apartment) IP20 minimum

2 x DGPO by bedside 1 x DGPO for TV 1 x isolator for A/C IP20 minimum

2 x DGPO by bedside 2 x DGPO for TV 1 x DGPO for NTD (One per apartment) IP20 minimum

2 x DGPO with USB by bedside 2 x DGPO with USB for TV 1 x DGPO for NTD (One per apartment) IP20 minimum

2 x DGPO with USB by bedside 2 x DGPO for TV 1 x DGPO for NTD (One per apartment) IP20 minimum

Final outlet locations and number subject to apartment configuration(s)

General Power Outlets Allowances Bathroom (Apartments)

Laundry

Kitchen

Balcony

1 x DGPO 1 x isolator for exhaust IP20 minimum 1 x DGPO for dryer 1 x outlet for washing machine IP20 minimum GPO for fridge, cooktop, oven, rangehood, microwave, dishwasher 1 x DGPO 1 x DGPO on island bench 1 x isolator for A/C IP20 minimum 1 x DGPO IP56 minimum

1 x DGPO IP20 minimum

1 x DGPO for dryer 1 x outlet for washing machine IP20 minimum

1 x DGPO IP20 minimum

GPO for fridge, Gas Ignited, rangehood, microwave, dishwasher 2 x DGPO 1 x isolator for oven IP20 minimum

GPO for fridge, cooktop, oven, rangehood, microwave, dishwasher 2 x DGPO 1 x DGPO on island bench IP20 minimum

GPO for fridge, cooktop, oven, rangehood, microwave, dishwasher 2 x DGPO 1 x DGPO with USB on island bench IP20 minimum

1 x DGPO 1 x isolator for exhaust IP20 minimum 1 x DGPO for dryer 1 x outlet for washing machine IP20 minimum GPO for fridge, cooktop, oven, rangehood, microwave, dishwasher 1 x DGPO 1 x DGPO with USB on island bench 1 x isolator for A/C IP20 minimum 1 x DGPO IP56 minimum

Final outlet locations and number subject to apartment configuration(s)

RHODES CENTRAL STAGE 2 SERVICES BENCHMARKING MATRIX PROJECT DATE REVISION TRADE

Rhodes Central Stage 2, 52-54 Walker Street, Rhodes, NSW, 2138 13/03/2020 17:46 1 ELECTRICAL SERVICES

ITEM

ELEMENT

BILLBERGIA Rhodes Stage 1 System details

no.

Block E System details

MIRVAC

MARRICKVILLE

Figtree -SOPA System details

Toga System details

RECOMMENDATIONS/CONSIDERATIONS FOR RHODES STAGE 2 System details

Proposed - Rhodes Stage 2 Considerations and items to be resolved

EMERGENCY LIGHTING

1.000

A wide variety of monitoring system technologies exist including: * Communications over power cabling Wireless * Communications over dedicated cabling

1.001

Emergency and Exit Lighting - Headend (Computer Monitored Centralised system)

Yes - to common areas No - to retail tenancy, single point, standalone type

Yes No - single point only

No - single point only

Central monitoring system recommended to facilitate improved monitoring, control and fault reporting

Suppler: Clevertronics Suppler/Manufacturer: Clevertronics

Supplier: TBC

More advanced technology is available such as that by Hochiki, which provides wayfinding in the event of emergencies, directing occupants on the most appropriate egress route based on building conditions. Hochiki Dynamic X and way-finding capability system Pros: Intelligent, Fire Engineering Solution Perceived increase in occupant safety Cons: Double the price of the traditional emergency monitoring system Link: http://www.hochikiaustralia.com/

LIGHTING CONTROL

2.000

Consideration to be given to home automation system for high-end apartments:

Apartments

Manual switching only

Legrand Netatmo Voice Home automation system, enables users to control their home via smart devices (IOS or Android) and voice control Link: http://www.legrand.com.au/products/switches-and-sockets/arteor/smart-switchessockets/

2.001

Lighting Control Common areas Proprietary lighting control system complete (including foyers, with Occupancy Sensor control Motion Sensors circulation and carparks) Suppler: KNX

Motion Sensors with timer override

Proprietary lighting control system complete Proprietary lighting control system recommended to common areas to facilitate increased with Occupancy Sensor control flexibility, improved monitoring, control and fault reporting Suppler: TBC

External areas

PE Cell and Timeclock

Proprietary lighting control system complete with Occupancy Sensor control with PE Cell Proprietary lighting control system can be extended to external areas to facilitate increased and timeclock flexibility, improved monitoring, control and fault reporting Suppler: TBC

Residential

LED Downlights 3000K IP20 minimum internal IP55 minimum external

LIGHTING

3.000 3.001

Basement Carpark

Type of Luminaires

LED Downlights 3000K IP20 minimum internal IP55 minimum external

LED Downlights 3000K IP20 minimum internal IP55 minimum external LED battens 4000K LED battens with integral emergency battery LED battens with integral emergency battery LED battens with integral emergency battery LED battens with integral emergency battery IP56 minimum back-up to nominated luminaires back-up to nominated luminaires back-up to nominated luminaires back-up to nominated luminaires Integral emergency battery back-up to 4000K 4000K 4000K 4000K nominated luminaires IP56 minimum IP56 minimum IP56 minimum Integral occupancy sensors to nominated luminaires

Final luminaire locations and types subject to space configuration and coordination with architect

Common areas (including foyers, circulation)

LED linear lighting and pendants (feature lighting) 3000K IP20 minimum

LED downlights 3000K IP20 minimum

LED downlights and feature lighting 3000K IP20 minimum

Final luminaire locations and types subject to space configuration and coordination with architect

External areas

LED luminaires 3000K IP65 minimum

LED CAN Downlights to exterior awnings LED Pole light to Street/Plaza/ Pedestrian crossing LED recessed wall light to roof top garden 3000K IP65 minimum

LED Bollards, wall mounted lighting to open areas LED Pole lighting to driveway 3000K IP65 minimum

LED Bollards, In-ground, wall mounted lighting to open areas LED linear flexible lighting to landscaping LED Pole lighting to driveway 3000K IP65 minimum

LED Bollard lighting to open areas LED feature lighting and/or uplighting to facades and landscaping LED downlights to covered areas 3000K IP56 minimum

Final luminaire locations and types subject to space configuration and coordination with architect

RHODES CENTRAL STAGE 2 SERVICES BENCHMARKING MATRIX PROJECT DATE REVISION TRADE

Rhodes Central Stage 2, 52-54 Walker Street, Rhodes, NSW, 2138 13/03/2020 17:46 1 COMMUNICATIONS SERVICES

ITEM

ELEMENT

MIRVAC

MARRICKVILLE

Rhodes Stage 1

BILLBERGIA Block E

Figtree -SOPA

Toga

System details

RECOMMENDATIONS/CONSIDERATIONS FOR RHODES STAGE 2 Proposed - Rhodes Stage 2

no. Considerations and items to be resolved

COMMUNICATIONS SYSTEMS

1.000

1.001

System details

Telecommunications Lead-In

Fibre To The Building (FTTB) Provider: NBN

Fibre To The Building (FTTB) Provider: NBN to bld 1 & 2 Provider: Embedded Network 3 & 5

Current proposal is for an NBN lead-in cupboard on the Basement 1 Level to facilitate transition from external cable type to internal cable prior to reticulating to Level 3 podium Campus Distributor communications room.

Fibre To The Building (FTTB) Provider: NBN

Fibre To The Building (FTTB) Provider: NBN Spatial allocation within communications room for second telco provider NBN head-end to reside in Level 3 CD room

Yes - To carparks, commercial/retail spaces and common areas Spatial allocation within comms risers on resident floors, which will facilitate active equipment installation for IT/CCTV and DAS on alternating floors

Space within room for second telco provider

1.002

DAS System

Yes - Retail Floors and Retail carparks

Dedicated DAS room proposed on Level 3 podium. Full extent of DAS coverage TBC; including whether residential towers are to be included Multi-stacker system Pros: No on-going cost Stand-alone system Cons: Up-front capital and maintenance costs associated with MATV infrastructure

1.003

MATV distribution type

5-wire

Quadrature Amplitude Modulation (QAM) / Transparent Digital Transmodulator (TDT)

Multi-stacker system

5-wire

Multi-stacker system, integrated with NBN fibre backbone distribution System: Matchmaster

1.004

Foxtel / PayTV

Yes - Satellite

1.005

Location of NBN equipment in apartment

Bedroom wardrobe

Living Room cupboard

Dedicated technology cupboard

Yes - Satellite

Second bedroom wardrobe

Dedicated technology cupboard

System integration with Telco Provider: Under this configuration MATV infrastructure (antennae and backbone to CD room) is installed, after which the system is integrated with the nominated Telco provider's building backbone infrastructure. Pros: Reduced backbone cabling Simplified distribution of apartment services Increased flexibility; for example if international TV transmission infrastructure is desired, the satellite and backbone to CD room need only be installed, with an additional optic-coax interface provided in the apartment technology cupboard. Cons: Approval from Telco provider enquired Increased coordination required between services Interdependency of services Consideration to be given to integration with NBN fibre backbone distribution, with benefits in line with those of MATV It is proposed that a small dedicated technology cupboard be provided to house NBN equipment within each apartment. This will mitigate potential issues with access and equipment damage

COMMUNICATIONS RISER / ROOM CONFIGURATIONS

2.000 CD on Basement 1

2.001

Campus Distributor Communications (CD) Room

Sized to house: * NBN head-end * CD racks * CCTV head-end * Security head-end * MATV head-end

CD on Basement 1 CD Sized to house: * NBN head-end * CD racks * Security head-end * MATV head-end

Sized to house: * NBN head-end * CD racks * Security head-end * MATV head-end

CD on Basement 1 4000mm wide x 3500mm deep Sized to house: * NBN head-end * CD racks * CCTV head-end * Security head-end * MATV head-end

CD proposed on Level 3 podium. Sized to house: * NBN head-end * Space for second telco provider * CD racks * CCTV head-end * Security head-end * Sufficiently sized to facilitate Stage 3 development

2.002

Floor Distributors (FD)

No. Comms services house in on floor Comms No. Comms services house in on floor Comms No. Comms services house in on floor Comms No. Comms services house in on floor Comms Dedicated Council FD proposed on Level 2 Podium Risers Risers Risers Risers to house all Council IT infrastructure

2.003

Communications Risers (Commercial/Retail))

1000mm wide x 700mm deep

2.004

Communications Risers (Residential)

Combined Comms and Electrical Room

1100mm wide x 600mm deep

Combined Comms and Electrical Riser

Combined Comms and Electrical Room

1100mm wide x 600mm deep

Living

1 x data outlet for TV 1 x MATV outlet for TV IP20 minimum

2x data outlet for TV 1 x PTV/Free to air outlet for TV IP20 minimum

2 x data outlet for TV 1 x MATV outlet for TV IP20 minimum

Dining

1 x data outlet IP20 minimum

Bedroom

1 x MATV outlet for TV IP20 minimum

2x data outlet for TV 1 x PTV/Free to air outlet for TV IP20 minimum

Kitchen

Combined Comms and Electrical Room Combined Comms and Electrical Room

Size can be reduced if Stage 3 allocation is not required Size can be further reduced if CCTV head-end is preferred to be housed in building security office, with spatial allocation transferred to this location to facilitate rack installation

Confirmation as to whether this room is also designated for Council AV equipment

2900mm wide x 900mm deep

Spatial allocation within comms risers facilitate active equipment installation for IT/CCTV and DAS

2000mm wide x 900mm deep

Spatial allocation within comms risers on resident floors, which will facilitate active equipment installation for IT/CCTV and DAS on alternating floors

OUTLET PROVISIONS

3.000

3.001

MATV over NBN Pros: NBN provides the infrastructure, so low up-front is cost. integrated with the primary NBN (or nominated Telco) building backbone infrastructure. Con: Ongoing subscription cost Approval from NBN required Interdependency of services

Data / TV Outlets Allowances (Apartments)

2x data outlet for TV 1 x MATV outlet for TV IP20 minimum

1 x data outlet for TV 1 x MATV outlet for TV IP20 minimum

1 x data outlet IP20 minimum

1 x MATV outlet for TV IP20 minimum

2x data outlet for TV 1 x MATV outlet for TV 1 x data outlet by bedside IP20 minimum

1 x MATV outlet for TV IP20 minimum

1 x data outlet behind fridge IP20 minimum

Final outlet locations and number subject to apartment configuration(s) Recommend consideration e given to socket outlets with integral USB port to living, bedroom, study and kitchen benchtops. Final outlet locations and number subject to apartment configuration(s) Recommend consideration e given to socket outlets with integral USB port to living, bedroom, study and kitchen benchtops. Final outlet locations and number subject to apartment configuration(s) Recommend consideration e given to socket outlets with integral USB port to living, bedroom, study and kitchen benchtops. Final outlet locations and number subject to apartment configuration(s) Recommend consideration e given to socket outlets with integral USB port to living, bedroom, study and kitchen benchtops.

RHODES CENTRAL STAGE 2 SERVICES BENCHMARKING MATRIX PROJECT DATE REVISION TRADE

Rhodes Central Stage 2, 52-54 Walker Street, Rhodes, NSW, 2138 13/03/2020 17:46 1 SECURITY SERVICES

ITEM

ELEMENT

BILLBERGIA Rhodes Stage 1 System details

no.

Block E System details

MIRVAC

MARRICKVILLE

Figtree -SOPA System details

Toga System details

System details

RECOMMENDATIONS/CONSIDERATIONS FOR RHODES STAGE 2 Proposed - Rhodes Stage 2 Considerations and items to be resolved

SECURITY SYSTEM

1.000 Access Control - head-end

1.001

Information Not Available - Spec not provided

Foyer

Card

Lift

Card

Inner Range Concept Access 4000 System

Inner Range Integriti range

Information Not Available - Spec not provided D&C 30%

TBC: Confirmation of Stage 1 system to be provided

Proximity "Card Key" (Key Fob) Intercom Proximity "Card Key" (Key Fob) Intercom

Card Intercom Card Intercom

Proximity "Card Key" (Key Fob) Intercom Proximity "Card Key" (Key Fob) Intercom

Consideration to be given to : long Range RFID Readers to lift to enable handsfree access Biometric technology utilised biometric information such as fingerprint, retina or facial recognition to verify credentials. When utilised with access control systems, these technologies offer keyless access control

Apartments

1.002

Card

Proximity "Card Key" (Key Fob) Intercom

Key benefits of this technology include: Keyless/cardless access control Frictionless access control in the case of retinal and facial recognition Multi Factor Authentication can be utilised for more secure areas Unique use access credentials State of the art technology may be a positive differentiator to prospective tenants Potential barriers to utilisation of this technology include: Increased costs Concerns about privacy / data collection Not widely utilised in residential sector at this time Potential limitations in certain technologies such as with certain facial recognition software unable to distinguish between face and still picture, loss of fingerprint access control due to personal injury

Access Control - Access Philosophy

Consideration to be given to * Long Range RFID Readers * License Plate Recognition Management Parking system Airkey with a dual button RF transmitter / Proximity "Card Key" (Key Fob) Intercom Vehicle Detection Loop to exit

Airkey with a dual button RF transmitter / Proximity "Card Key" (Key Fob) Intercom Vehicle Detection Loop to exit

Card Intercom

Foyer

Yes, IP based CCTV system

Carpark

1.003

CCTV

Dual technology proximity and radio remote key fobs Intercom

Airkey with a dual button RF transmitter / Proximity "Card Key" (Key Fob) Intercom Vehicle Detection Loop to exit

Yes, IP based CCTV system

Yes, IP based CCTV system Yes, IP based CCTV system

Lift

Yes, IP based CCTV system

Apartments

Carpark

Yes, IP based CCTV system

Apartment

Video and Audio Intercom System interfaced with the A/C, security and lighting control system.

Video and Audio Intercom System One per apartment Supplier/manufacturer: Bticino

Video and Audio Intercom System One per apartment Supplier/manufacturer: Comelit

Audio Intercom System One per apartment Supplier/manufacturer: BPT

One per apartment

1.004

Front Door

Digital numeric keypad, with LCD display and Digital numeric keypad, with LCD display and Digital numeric keypad, with LCD display and video camera in a brushed finished stainless video camera in a brushed finished stainless video camera with integrated card reader. steel flush plate with integrated card reader. steel flush plate with integrated card reader.

Addressable wall mounted intercom panel

Visitor Carpark

Digital numeric keypad, with LCD display and Digital numeric keypad, with LCD display and video camera in a brushed finished stainless video camera in a brushed finished stainless Digital numeric keypad, with LCD display and steel flush plate with integrated card reader. steel flush plate with integrated card reader. video camera with integrated card reader. Barcode Scanner Weather and Vandal Proof Weather and Vandal Proof

Addressable wall mounted intercom panel

Intercom Systems

Potential for integration of CCTV system with security/access control, CCTV cameras with facial recognition capabilities. This facilitates increased security and reporting, such as highlighting access control beaches or alarm initiation.

Consideration to be given to an integrated security system that provides Home Automation, Video and Audio Intercom System interfaced CCTV, Intercom System to Access Control System. with the A/C, security and lighting control Intercom system can be integrated with both the iOS and Android app, allowing residents system. to answer intercom calls even when they are away from home through their smartphone. Receive and answer calls from video door entry on smartphone / tablet

Links: https://urmet.com.au/ https://www.comelitgroup.com/en/

Digital numeric keypad, with LCD display and video camera in a brushed finished stainless steel flush plate with integrated card reader.

Digital numeric keypad, with LCD display and video camera in a brushed finished stainless steel flush plate with integrated card reader. Weather and Vandal Proof

Security Room (for onsite campus security)

Yes - dedicated building managers office

Yes - dedicated room for onsite security personnel.

TBC - To be resolved in consultation with Size to be based on preferred CCTV head-end location. Spatial allocation transferred from Billbergia and architect based on site security comms room to this location to facilitate rack installation should this be the preferred requirements solution

Shared with comms

Room also houses CCTV head-end 2.002

License Plate Recognition Pros: Enables handsfree access to carpark entries Barriers: Mainly utilised in shopping centres

SECURITY RISER / ROOM CONFIGURATIONS

2.000

2.001

Long Range RFID Readers Pro: enable handsfree access to carpark entries

Risers

Shared with comms

APPENDIX C – PRELIMINARY RETAIL SERVICES MATRIX

200033 - Rhodes Stage 2 - Electrical Return Brief [P1] 200313

47 of 47

RHODES CENTRAL STAGE 2 SERVICES MATRIX - Retail and Council / Recreation areas PROJECT DATE REVISION

Rhodes Central Stage 2, 52-54 Walker Street, Rhodes, NSW, 2138 12 March-20 P3 TENANT AREA Fitout

Blue E/O requested by CBC as part of Feb 2020 cost plan Orange Subject to design development ELECTRICAL

SHOP

no.

type

sqm

HYDRAULIC

amps

phase

board

Metering

comms

lighting

Local Dedicated Distribution Board

Authority

Local telco lead-in service connection facility

Open plan lighting and controls based on 'cold shell' footprint

exit signs

water

gas

MECHANICAL

sewer

trade

air conditioning

FIRE

BBG COMMENTS 13.2.20

hoods

kitchen exhaust

Energy metering

make-up air/ fresh air ventilation

sprinklers

detection

ewis

from façade louvre

Design to open plan - flexible connections for future fit-out

Design to open plan

subject to architectural design. Potential to Design to open draw locally from plan - flexible façade or from level 3 connections for plant via riser. Makeup future fit-out air not treated

Design to open plan

JHA Comment 17.02.20

LEVEL 1

Billbergia Café

Strata (F&B)

Cold Shell

224.3

Local telco lead-in service connection facility

Local Dedicated Distribution Board Strata (F&B)

Working Kitchen

Warm shell

177.6

Can potentially be integrated with social enerprise space provision, should these areas be a combined tenancy

Authority

Strata (Retail)

A.H.I

Council (Tenant - F&B)

A.H.I

Council (Tenant - F&B)

Childcare

Council

Warm shell

424.5

150.5

169.1

1870.5

160

Can potentially be integrated with working kitchen provision, should these areas be a combined tenancy

Local Dedicated Distribution Board

Capped point within tenancy, 25mm capped point within Open plan lighting and Open plan EM and Exit capable of supplying 400mJ/hr. tenancy, complete with Sydney Can potentially be integrated controls based on 'warm lighting based on Authority meter to be provided Water meter in common area with social enterprise space shell' footprint 'warm shell' footprint by tenant, within tenancy. To To be fitted off to fixtures provision, should these areas be be fitted off to fixtures a combined tenancy

Local telco lead-in service connection facility

Local Dedicated Distribution Board Social Enterprise

Capped point within tenancy, Open plan EM and Exit 25mm capped point within capable of supplying 400mJ/hr. lighting based on 'cold tenancy, complete with Sydney Authority meter to be provided shell' footprint Water meter in common area by tenant, within tenancy

Authority

Local telco lead-in service connection facility

Capped point within tenancy, 25mm capped point within Open plan lighting and Open plan EM and Exit capable of supplying 400mJ/hr. tenancy, complete with Sydney controls based on 'warm lighting based on Authority meter to be provided Water meter in common area shell' footprint 'warm shell' footprint by tenant, within tenancy. To To be fitted off to fixtures be fitted off to fixtures

Open plan lighting and Open plan EM and Exit controls based on 'warm lighting based on shell' footprint 'warm shell' footprint

25mm supply to tenancy, complete with Sydney Water meter in common area. Fitted off to all connection points as required

Supply within tenancy, capable of supplying 400mJ/hr. Authority meter to be provided by tenant, within tenancy. Fitted off to connection points as required

Capped dia. 100mm point, located at the back of the tenancy

Capped dia. 100mm point, System: local packaged CDW with located at the back of the façade fresh air. (by tenant) tenancy Infrastructure: Capped off CDW valves 2000L dedicated grease arrestor in ceiling

by tenant

allow 2,000 l/s dedicated system. Capped off in ceiling for tenant fitoff.

via electrical feed to local packaged plant plus proportioning of central plant loads

Capped dia. 100mm point, located at the back of the tenancy. To be fitted off to fixtures

Capped dia. 100mm point, System: local ceiling FCU's potentially located at the back of the located in BOH area or in tenant ceiling. tenancy Capacity for tempering kitchen 1000L allowance with shared environment only not full AC grease arrestor. To be fitted off Infrastructure: Chilled water / heating to connection points. water in level 3 or Roof plant

to suit kitchen layout

Initial allowance of 3,000 l/s however to be confirmed by kitchen brief

Requirement to be confirmed by Council.

Capped dia. 100mm point, located at the back of the tenancy. To be fitted off to fixtures

Capped dia. 100mm point, located at the back of the System: local ceiling FCU's potentially tenancy located in BOH area or in tenant ceiling. 1000L allowance with shared Infrastructure: Chilled water / heating grease arrestor. To be fitted off water in level 3 plant to connection points.

Capped dia. 100mm point, located at the back of the tenancy. To be fitted off to fixtures

nil

Capped dia. 100mm point, located at the back of the tenancy. To be fitted off to fixtures

nil

Capped dia. 100mm point, located at the back of the tenancy. To be fitted off to fixtures

Supply dia. 100mm point, located at the back of the tenancy 2000L dedicated grease arrestor. Fitted off to connection points as required

System: CHW AHU's in level 3 plant room Infrastructure: Chilled water / heating water in level 3 plant

nil

KEX REQUIRED

Mech: No further comment

-Can Social Enterprise space and the kitchen come of one DB? We may view this to be the same space. (like a kitchen to an apartment)

nil

subject to architectural design. Potential to Design to open Requirement to be draw locally from plan - flexible confirmed by Council façade or from level 3 connections for plant via riser. Makeup future fit-out air not treated

nil

Design to open plan

subject to architectural design. Potential to Design to open draw locally from plan - flexible façade or from level 3 connections for plant via riser. Makeup future fit-out air not treated

Design to open plan

nil

Initial allowance of 1,500 l/s however to be confirmed by kitchen brief.

Requirement to be confirmed by Council

assumed not required. CT Meter to AC to be required if appropriate

fresh air from level 3 plant serving AHUs

Design to open plan - flexible connections for future fit-out

'Elec - Additional commentary added to metering and comms allocations for clarity

Design to open plan

'Elec - Can potentially integrate services to these areas, should they become a combined tenancy 'Elec - Additional commentary added to metering and comms allocations for clarity

Design to open plan

Hyd - Noted the need for warm shell fit-out. Energy retailer will need to be confirmed with tenant for procurement of gas meters 'Mech: 'Noted the adjustment to 3,000 l/s for kitchen hood provisions.

-Provision for release flue of gas for medical equipment

Hyd - Noted the need for warm shell fit-out. Energy retailer will need to be confirmed with tenant for procurement of gas meters 'Mech: 'Require more briefing specifics regarding gas flue mentioned. Normally associated with such items as MRI machines. Is this the intent? If so, there are specific requirements that we will need to plan for. 'Elec - Additional commentary added to metering and comms allocations for clarity Hyd - Noted the need for warm shell fit-out. Energy retailer will need to be confirmed with tenant for procurement of gas meters Mech: No further comment

Design to open plan

'Elec - Additional commentary added to metering and comms allocations for clarity

Design to open plan

Hyd - Noted the need for warm shell fit-out. Energy retailer will need to be confirmed with tenant for procurement of gas meters Mech: inclusion of KE for childcare noted. Flow meters for chw and hhw to childcare AHUs can be provided if required. Suggest this is more effective that CT meters considering system is proposed to be on chilled water /heating hot water.

Design to open plan

'Elec - Additional commentary added to metering and comms allocations for clarity

Residential lobby west

Strata

97.9

Local house services DB, situated in electrical riser cupboard

Private - for NCC Part J8

Common area CCTV, intercom and access control services

Complete fitout

System: local packaged CDW with façade fresh air. Infrastructure: CDW via heat exchange from tower heat rejection

nil

façade louvre for fresh air

Residential lobby east

Strata

67.5

Local house services DB, situated in electrical riser cupboard

Private - for NCC Part J9

Common area CCTV, intercom and access control services

Complete fitout

System: local packaged CDW with façade fresh air. Infrastructure: CDW via heat exchange from tower heat rejection

nil

façade louvre for fresh air

Complete fitout

System: CHW AHU's in level 3 plant room Infrastructure: Chilled water / heating water in level 3 plant

nil

fresh air from level 3 plant serving AHUs

nil

assumed not required. CT Meter to AC to be required if appropriate

Circulation

Strata

784

Local house services DB, situated in electrical riser cupboard

Private - for NCC Part J8

Common area CCTV, intercom and access control services

Private meter for local DB

Comms and security services via RCC Communications Room systems

Complete fitout

Mech: No further comment 'Elec - Additional commentary added to metering and comms allocations for clarity Mech: No further comment 'Elec - Additional commentary added to metering and comms allocations for clarity Mech: No further comment 'Elec - Additional commentary added to metering and comms allocations for clarity

LEVEL 2

Health Club

Council

Complete

1454.8

160

Local dedicated DB

Supplied from authority metered section of RCC MDB

Complete fitout

Interfacing of access control system to base building system

Complete fit-out complete with No provision - gas supply to dedicated centralised hot water centralised hot water plant only plant

Sewer connection from amenities required

N/A

System: CHW AHU's in level 3 plant room (or option for local in ceiling units if required to reduce level 3 plant area) Infrastructure: Chilled water / heating water in level 3 plant

N/A

nil AC. Option for mechanical vent to be considered to augment natural ventilation. AC Option requested for cost plan

nil

Hyd - no further comments Mech: Energy metering: Flow meters for chw and hhw to health club AHUs can be provided if required. Suggest this is more effective that CT meters considering system is proposed to be on chilled water /heating hot water.

Full design to internal layout/ partitions

local ventilation to the south potentially Full design to augmented with internal layout/ supply air vent. partitions Subject to DD

Full design to internal layout/ partitions

Full design to internal Confirm power supply requirement to provide AC to multi-courts layout/ partitions

fresh air from level 3 plant serving AHUs

'Elec - Additional commentary added to metering and

Private meter for local DB Multi Courts

Council

Complete

1649.7

160

Local dedicated DB

Supplied from authority metered section of RCC MDB

Private meter for local DB Gymnastics Centre

Council

Complete

698.9

Local dedicated DB

Supplied from authority metered section of RCC MDB

Comms and security services via RCC Communications Room systems

Complete fitout

Interfacing of access control system to base building system

Comms and security services via RCC Communications Room systems

Complete fitout

Interfacing of access control system to base building system

Complete fit-out complete with No provision - gas supply to dedicated centralised hot water centralised hot water plant only plant

N/A

Sewer connection from amenities required

N/A

System: CHW AHU's in level 3 plant room Infrastructure: Chilled water / heating water in level 3 plant

nil

assumed not required. CT Meter to AC to be required if appropriate

fresh air from level 3 plant serving AHUs

Full design to internal layout/ partitions

Mech: request for AC to multi-courts noted. This is not currently planned for and will require air handling plant space as well as power upgrades. 'Elec - Additional commentary added to metering and comms allocations for clarity Hyd - no further comments Mech: Energy metering: Flow meters for chw and hhw to gymnastics AHUs can be provided if required. Suggest this is more effective that CT meters considering system is proposed to be on chilled water /heating hot water.

Full design to internal layout/ partitions

'Elec - Additional commentary added to metering and comms allocations for clarity Mech: No further comment

Private meter for local DB Creche

Council

Complete

183.4

100

Local dedicated DB

Supplied from authority metered section of RCC MDB

Comms and security services via RCC Communications Room systems

Complete fitout

Interfacing of access control system to base building system

Complete fit-out complete with No provision - gas supply to dedicated centralised hot water centralised hot water plant only plant

N/A

System: CHW AHU's in level 3 plant room (or option for local in ceiling units if required to reduce level 3 plant area) Infrastructure: Chilled water / heating water in level 3 plant

nil

fresh air from level 3 plant serving AHUs

Full design to internal layout/ partitions

Full design to internal Does Creche require 3 phase? layout/ partitions

'Elec - Three phase power is to be distributed throughout the entire facility. This is to facilitate load balancing and other electrical design considerations such as voltage drop. Final outlet / power supply provisions to be in accordance with end-user requirements. 'Elec - Additional commentary added to metering and comms allocations for clarity Hyd - Noted the need for warm shell fit-out. Energy retailer will need to be confirmed with tenant for procurement of gas meter. 2000L grease provision will have impact on current spatials Mech: No further comment

Café

Council (Tenant)

Warm shell

124

Local dedicated DB (nominal 12 Pole)

Authority

Local telco lead-in service connection facility

Open plan lighting and Open plan EM and Exit controls based on 'warm lighting based on shell' footprint 'warm shell' footprint

25mm supply to tenancy, complete with Sydney Water meter in common area. Fitted off to all connection points as required

Supply within tenancy, capable of supplying 400mJ/hr. Authority meter to be provided by tenant, within tenancy. Fitted off to connection points as required

Capped dia. 100mm point, located at the back of the tenancy. To be fitted off to fixtures

Supply dia. 100mm point, located at the back of the tenancy 2000L dedicated grease arrestor. Fitted off to connection points as required

System: local ceiling FCU's located in yes, size tenant ceiling (option to locate in plant initial allowance 3,000 subject to room at greater cost) l/s subject to indicative café kitchen Infrastructure: Chilled water / heating kitchen/ café design design water in level 3 plant

Council to confirm.

Design to open fresh air from level 3 plan - flexible plant. Ducted to FCU's connections for future fit-out

Design to open plan

Does small café require 3 phase?

Retail converted to A.H.I

Council (Tenant)

Warm shell

63.5

Local dedicated DB

Authority

Local telco lead-in service connection facility

Open plan lighting and Open plan EM and Exit controls based on 'warm lighting based on shell' footprint 'warm shell' footprint

25mm supply to tenancy, complete with Sydney Water meter in common area. Fitted off to all connection points as required

Supply within tenancy, capable of supplying 400mJ/hr. Authority meter to be provided by tenant, within tenancy. Fitted off to connection points as required

Capped dia. 100mm point, located at the back of the tenancy. To be fitted off to fixtures

Supply dia. 100mm point, located at the back of the tenancy 2000L dedicated grease arrestor. Fitted off to connection points as required

System: local ceiling FCU's located in tenant ceiling (option to locate in plant room at greater cost) Infrastructure: Chilled water / heating water in level 3 plant

nil

Design to open assumed not required. fresh air from level 3 plan - flexible CT Meter to AC to be plant. Ducted to FCU's connections for required if appropriate future fit-out

Design to open plan

There is now 2 AHIs on level 2.

Hyd - Noted the need for warm shell fit-out. Energy retailer will need to be confirmed with tenant for procurement of gas meter. 2000L grease provision will have impact on current spatials Mech: Energy metering: Flow meters for chw and hhw to AHI AHU/ FCU can be provided if required. Suggest this is more effective that CT meters considering system is proposed to be on chilled water /heating hot water. 'Elec - Additional commentary added to metering and comms allocations for clarity

SHOP

TENANT

no.

type

A.H.I

Council (Tenant)

Fitout

sqm

Warm shell

ELECTRICAL

AREA

amps

94.3

phase

board

Local dedicated DB

Metering

Authority

HYDRAULIC

comms

Local telco lead-in service connection facility

lighting

exit signs

Open plan lighting and Open plan EM and Exit controls based on 'warm lighting based on shell' footprint 'warm shell' footprint

water

gas

25mm supply to tenancy, complete with Sydney Water meter in common area. Fitted off to all connection points as required

Supply within tenancy, capable of supplying 400mJ/hr. Authority meter to be provided by tenant, within tenancy. Fitted off to connection points as required

MECHANICAL

sewer

trade

Capped dia. 100mm point, located at the back of the tenancy. To be fitted off to fixtures

Supply dia. 100mm point, located at the back of the tenancy 2000L dedicated grease arrestor. Fitted off to connection points as required

air conditioning

System: local ceiling FCU's located in tenant ceiling (option to locate in plant room at greater cost) Infrastructure: Chilled water / heating water in level 3 plant

hoods

nil

kitchen exhaust

nil

FIRE

Energy metering

make-up air/ fresh air ventilation

sprinklers

Design to open assumed not required. fresh air from level 3 plan - flexible CT Meter to AC to be plant. Ducted to FCU's connections for required if appropriate future fit-out

detection

Design to open plan

BBG COMMENTS 13.2.20

JHA Comment 17.02.20

ewis

Design to open plan

'Elec - Additional commentary added to metering and comms allocations for clarity

Mech: Energy metering: Flow meters for chw and hhw to lobby AHU can be provided if required. Suggest this is more effective that CT meters considering system is proposed to be on chilled water /heating hot water.

Private meter for local DB Lobby / circulation

Council

Warm shell

701

Local dedicated DB

Supplied from authority metered section of RCC MDB

Comms and security services via RCC Communications Room systems

Complete fitout

System: CHW AHU's in level 3 plant room Infrastructure: Chilled water / heating water in level 3 plant

Complete fitout

Interfacing of access control system to base building system

nil

assumed not required. CT Meter to AC to be required if appropriate

fresh air from level 3 plant serving AHUs

Can we wire all metering to 1 board and CT meter? OR this only possible via BMS?

'Elec - Authority metering of house services will be provided upstream at the associated switchboard, based on the stratum / tenancy allocation. For example: RCC facilities and RCC only common areas will be 'authority' metered at the RCC MDB. Private metering will aslo be required at local DBs to facilitate compliance with NCC Part J8. Interconnection of metering facilities is required, with the monitoring and data collection platform to be further discussed 'Elec - Additional commentary added to metering and comms allocations for clarity

LEVEL 2 Mezzanine

Private meter for local DB Health Club Office

Council

Warm shell

253.6

Local dedicated DB

Supplied from authority metered section of RCC MDB

Private meter for local DB Spectators mezz

Council

Warm shell

815.8

100

Local dedicated DB

Supplied from authority metered section of RCC MDB

Comms and security services via RCC Communications Room systems

Complete fitout

Interfacing of access control system to main facility system

Comms and security services via RCC Communications Room systems

Complete fit-out complete with No provision - gas supply to dedicated centralised hot water centralised hot water plant only plant

Sewer connection from amenities required

N/A

System: local ceiling FCU's Infrastructure: Chilled water / heating water in level 3 plant

nil

assumed not required. fresh air ducted from Full design to CT Meter to AC to be local façade or from internal layout/ required if appropriate level 3 plant partitions

Full design to internal layout/ partitions

Hyd - no further comments Mech: Energy metering: Flow meters for chw and hhw to Health club AHU/FCU can be provided if required. Suggest this is more effective that CT meters considering system is proposed to be on chilled water /heating hot water. 'Elec - Additional commentary added to metering and comms allocations for clarity

Complete fitout

Supply to toilets

N/A

Nil AC. Ventilation borrowed from courts below

nil

Ventilation borrowed from courts below. Augmented with supply air vent if required for compliance

Complete fitout

N/A

Drainage may be required on this floor??

N/A

As described for the various spaces served

nil

façade louvres for intakes and exhausts to meet compliance distances from boundaries and air intakes and natural ventilation openings

Interfacing of access control system to main facility system

Mech: No further comment 'Elec - Additional commentary added to metering and comms allocations for clarity

LEVEL 3

Authority - to house and central services plant as required Plant Room

Strata / Council

Warm shell

1696.4

100

Local dedicated house DB(s) Private - for NCC Part J8 (i.ie. Mech plant)

TOTAL Tenancies Items for further consideration: Smoke control requirements for Multi-use courts Smoke control requirements for Leisure centre Electrical Metering Legend

Authority

Equal to embedded child meters (NMI grade) on the Embedded network. These meters will be allocated to each designated stratum, residential apartment, retail/commercial tenancy, etc. and utilised for billing purposes.

Private

‘Private’ metering is allocated to sub-components of the installation which form part of a larger tenancy or stratum under the currently proposed arrangement. Private meters specified will be equal to embedded child meters (also NMI grade). Metering will have capability to facilitate both energy monitoring and reporting (for future connection - for further discussion), as well as the potential for sub-letting consumption of these areas to vendors in the future.

Private - for NCC Part J8

. Separate 'private' metering of lighting, power, HVAC and central services will be provided in combination with the above to facilitate compliance with NCC Volume 1 Part J8

Common area CCTV, intercom and access control services

Full design to internal layout/ partitions

Hyd - Noted - drainage to be provided as part of works Mech: No further comment 'Elec - Additional commentary added to metering and comms allocations for clarity

DESIGN BRIEF REPORT

RHODES CENTRAL – STAGE 2 34 WALKER STREET , RHODES MIXED USED DEVELOPMENT HYDRAULIC SERVICES

DOCUMENT CONTROL SHEET Project Number

180469

Project Name

Rhodes Central, Stage 2 – 34 Walker St, Rhodes

Description

Mixed Use Redevelopment

Key Contact

Diego Montelvere

Prepared By Company

JHA Consulting Engineers Pty. Ltd.

Address

Level 23, 101 Miller Street, North Sydney NSW 2060

Phone

61-2-9437 1000

Diego.Montelvere@jhaengineers.com.au

Website

www.jhaservices.com

Author

Diego Montelvere

Checked

Joseph Kong

Authorised

Diego Montelvere

Revision History Issued To Chris Kang/ Thomas Gregg

Revision and Date REV

DATE

26.02.2020

REV DATE REV DATE

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CONTENTS 1

EXECUTIVE SUMMARY

SERVICES

STANDARDS & REGULATIONS

HYDRAULIC SERVICES

4.1

SANITARY PLUMBING AND DRAINAGE

4.2

TRADE WASTE DRAINAGE SERVICES

4.3

STORMWATER DRAINAGE

4.4

SUB-SOIL DRAINAGE

4.5

POTABLE COLD WATER SERVICES

4.6

POTABLE HOT WATER SERVICES

4.7

NON- POTABLE WATER SERVICES

4.8

GAS SERVICES

4.9

FIRE HOSE REEL SERVICES

ATTACHMENT A – BENCHMARKING

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EXECUTIVE SUMMARY

Return Brief

The brief is a document formalised to provide a reference to agreements between JHA and that of the Client and/or their representatives. JHA in developing the brief will endeavour to provide value added advice, providing suitable solutions to cost benefits and buildability. The brief is designed to achieve a summarised, succinct and coherent written description of the scope of the services to be designed. The document is not designed as a Specification or Bill of Materials. Nor is it intended to provide detail of the equipment selection. The document provides a description of the end outcome services to be provided within the building. It is the intent of this document to represent a sign-off of the project’s hydraulic services to be provided for the client by JHA Consulting Engineers.

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2 SERVICES Systems designed

The systems to be designed for the documentation under the Hydraulic Services banner are: 1. 2. 3. 4. 5. 6. 7. 8. 9.

Assumptions

Hydraulic Services have been based on the following assumptions: 1. 2.

3. Proposed Titling

Sanitary Plumbing And Sewer Drainage Services Trade Waste Drainage Services Stormwater Drainage Services Sub-Soil Drainage Services Potable Cold Water Services Potable Hot Water Services Re-Used Rainwater Services Gas Services Fire Hose Reel Services

Fire hydrant services are to be part of a combined system and thus part of the fire consultant’s package In – ground Stormwater drainage including On Site Detention (OSD) and Water Sensitive Urban Design (WSUD) shall be part of the Civil consultants package Rhodes Central, Stage 2 Services Matrix, Revision P1, dated 3/2/2020

The Hydraulic Services Return Brief has been based on the property consisting of a single Torrens title being divided as per the following: 1.

4 x stratums, being basement, Leisure Centre, Tower D and Tower E

Apartments shall be individually strata sub- divided

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3 STANDARDS & REGULATIONS Australian Standard

Fire Hose Reel Installations

AS 2441 - 2005

Plumbing and Drainage – Water Services

AS/NZS 3500.1- 2018

Plumbing and Drainage – Sanitary Plumbing and

AS/NZS 3500.2- 2018

Drainage

Authorities

Plumbing and Drainage - Stormwater Drainage

AS/NZS 3500.3- 2018

Plumbing and Drainage - Heated Water Services

AS/NZS 3500.4- 2018

Gas Installations - Gas Services

AS 5601.1 – 2013

National Construction Code

2019

Sydney Water, Multi-Level Individual Metering Guide, (Version 8, 9th March 2019)

Guidelines

Jemena Network Operator Rules (January 2020)

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4 HYDRAULIC SERVICES 4.1 4.1.1

SANITARY PLUMBING AND DRAINAGE CONNECTION POINT

Preliminary information obtained from Sydney Water via the Notice of Requirements (Case Number 180346, dated 20/09/2020) indicates that the proposed development (no uplift) can be drained via a sewer main amplification of the existing main in Gauthorpe St. The advice indicates that the required amplification (from Ø150mm to Ø225mm) in the order of 58 lineal metres, which will provide a new Ø225mm sewer drainage connection point at the centre of the northern property boundary. The diagram below has been extracted from the Sydney Water Notice of Requirements.

New Ø225mm sewer stub

Figure 4.1: Proposed Sewer Drainage Connection Points

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4.1.2

FUTURE PROOFING FOR STAGE 3

It is noted that the existing Ø225mm sewer drainage line extends west down Gauthorpe, prior to being intercepted by the larger receiver, running parallel with the river. Refer to snapshot below.

Figure 4.2: Overview of surrounding Sydney Water Sewer Drainage Infrastructure As the future Stage 3 development will also likely connect into the same Ø225mm sewer drainage, a preliminary load analysis has been undertaken, as illustrated in the table below: Stage

Apartments Qty

Retail Commercial

EP’s

Stage 2

746

1,865

Stage 3

282

705

m²

EP’s

Leisure Centre m² 7,636

7,500

225

Total

EP’s 229

SubTotal EP’s

ADWF

PDWF

l/s

2,094

4.4

19.8

930

2.0

8.8

3,024

6.4

28.6

Assumptions ▪ 2.5 EP’s per residential apartment ▪ 300 EP’s per hectare of Retail/ Commercial/ Leisure Space Based on Table 4.4 of the Sewerage Code of Australia, Sydney Water Edition, Version 4.0, the majority of the existing Ø225mm sewer drainage services have been laid at a fall greater than 1.67% and therefore has the capacity to receive a maximum of 4,100 EP’s. As the total calculated EP’s from Stage 2 & 3 are 3,024, this provided a spare capacity in the pipe equivalent to 1,076 EP’s. The section highlighted in yellow is envisaged to require amplification, as it has been laid at a grade of less than 1.67% and the load from downstream properties is expected to be over 1,076 EP’s.

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In order to formally confirm the capacity of the existing sewer drainage line and adequacy to cater for the Stage 2 & 3 developments, the following is required: ▪ Lodgement of Section 73 certificate with Sydney Water including uplift inclusions ▪ Confirmation of the loads from Stage 2 & 3, including uplift inclusions ▪ Confirmation of the EP’s being received from downstream properties, particularly the properties located on the western side of Marquet St

4.1.3

BASEMENT LEVELS

A new site wide sewer drainage system shall extend from the new Ø225mm authority sewer connection point on the northern boundary, complete with boundary trap (if required) and low-level vents. The site wide system will provide a gravity sewer drainage point for the site, including the leisure centre and residential buildings sanitary drainage system. It is envisaged that Two (2) sewer pumping stations will be provided on basement level 6, in order to collect and discharge fixtures unable to gravitate to the sewer drainage connection points.

Figure 4.3: Proposed Sewer Pumping Station

4.1.4

LEISURE CENTRE STRATUM

All sanitary fixtures located within the Leisure Centre will gravitate to the site wide system, via Elevated Drainage Principles, which will continue vertically through the residential stratum. Sanitary drainage provisions to the Leisure Centre shall be provided, as per the following table Level

Area Childcare Centre

Fit-Out Connection of all sanitary

Base Building Provision N/A

drainage fixtures within tenancy. Social Enterprise

Connection of all sanitary

N/A

drainage fixtures within tenancy. Level 01

Working Kitchen

Connection of all sanitary

N/A

drainage fixtures within tenancy. Allied Health Industries (2 off)

N/A

1 x Ø100mm sewer drainage point, capped at the rear of the tenancy

Café Level 02

N/A

1 x Ø100mm sewer drainage point, capped at the rear of the tenancy

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Level

Area Retail

Fit-Out

Base Building Provision

N/A

1 x Ø100mm sewer drainage point, capped at the rear of the tenancy

Allied Health Industries

N/A

1 x Ø100mm sewer drainage point, capped at the rear of the tenancy

Creche

Connection of all sanitary

N/A

drainage fixtures within tenancy Gymnastics

Connection of all sanitary

N/A

drainage fixtures within tenancy Health Club

Connection of all sanitary

N/A

drainage fixtures within tenancy Basketball Court

Connection of all sanitary

N/A

drainage fixtures within tenancy

4.1.5

RESIDENTIAL STRATUM

All sanitary fixtures located within the residential buildings will gravitate to the site wide system, via Reduced Velocity Aerator Stack (RVAS) systems.

4.1.6

MATERIALS

Sanitary plumbing and drainage pipe to be installed in the following materials: ▪ ▪ ▪ ▪

4.1.7

In ground pipe and fittings to be sewer grade SN8 uPVC pipe, with solvent cement joints. Above ground sewer drainage pipe and fittings to be sewer grade SN4 uPVC pipe, with solvent cement joints. Above ground RVAS to be HDPE pipe and fittings with electrofusion joints. Branch pipes to be sewer grade SN4 uPVC pipe, with solvent cement joints. Rising mains to be PN12 pressure grade PVC.

PLANT & EQUIPMENT Title

Description/ Performance

Sewer

Below ground fibreglass sewer pumping station,

Pumping

with non-return and isolation valves in dedicated

Station

pit.

Selected Item Q Max Pumping Station

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4.2 4.2.1

TRADE WASTE DRAINAGE SERVICES CONNECTION POINT

All trade waste drainage system shall discharge to suitable pre-treatment devices, prior to connecting to the site wide sewer drainage system, as described in section 4.1.

4.2.2

BASEMENT LEVELS

The residential car wash bay located on basement level 2 shall discharge to a 1,500-litre general purpose pit, prior to connecting to the site wide sewer drainage system, as described in section 4.1.

4.2.3

LEISURE CENTRE STRATUM

Grease waste drainage provisions to the Leisure Centre have been summarised in the below table:

Tenancy Name

Child Care Centre, Level

Fit-out or Base Building

Allowance

Provision Only

(Litres per Hour)

Full Fit-out

2,000

01 Working Kitchen, Level 01

Full Fit-out

Allied Health Industries 01

Base Building provision

(Level 01)

only – Ø100mm capped

Grease Arrestor

No.

Size (Litres per Hour)

GA01

2,000

GA02

4,000

GA03

4,000

2,000

1,000

service at rear of tenancy Allied Health Industries 02

Base Building provision

(Level 01)

only – Ø100mm capped

1,000

service at rear of tenancy Café Level 02

Base Building provision only – Ø100mm capped

1,000

service at rear of tenancy Allied Health Industries 03

Base Building provision

(Level 02)

only – Ø100mm capped

1,000

service at rear of tenancy Retail (Level 02)

Base Building provision only – Ø100mm capped

1,000

service at rear of tenancy Total

4.2.4

10,000

RESIDENTIAL STRATUM

Grease waste drainage provisions to the Residential Stratum have been summarised in the below table:

Tenancy Name

Fit-out or Base Building

Allowance

Provision Only

(Litres per Hour)

Grease Arrestor

No.

Size (Litres per Hour)

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Tenancy Name

Billbergia Cafe

4.2.5

Fit-out or Base Building

Allowance

Provision Only

(Litres per Hour)

Full Fit-out

Grease Arrestor

No.

Size

2,000

(Litres per Hour) GA04

2,000

MATERIALS

Grease waste drainage pipe to be installed in the following materials: •

In ground pipe and fittings to be High Density Polyethylene (HDPE) pipe, with electro fusion joints.

•

Above ground pipe and fittings to be High Density Polyethylene (HDPE) pipe, with electro fusion joints.

4.2.6

PLANT & EQUIPMENT

Title

Description/ Performance

General

Below ground precast concrete pit, complete with

Purpose Pit

oil skimmer.

Grease

Above ground polyethylene grease arrestor,

Arrestor

complete with access platform

4.3

Selected Item BCP Precast GPP-01500

Halgan MGTA

STORMWATER DRAINAGE

4.3.1

CONNECTION POINT

The Stormwater drainage connection point, including On Site Detention (OSD) and Water Sensitive Urban Design shall be documented by the Civil Engineer. Refer to Civil documents for details associated with the Stormwater drainage connection point.

4.3.2

BASMENT LEVELS

All sub-surface water from the car parking areas and grated drains on ground floor collecting wind driven rain only, shall discharge to the stormwater, via the sub- soil pumping system described in 4.4.1 connection point.

4.3.3

LEISURE CENTRE STRATUM

All surface water and wind driven rainfall from the Leisure Centre shall be conveyed via conventional downpipes, directly to OSD system, as described in 4.3.1 connection point

4.3.4

RESIDENTIAL STRATUM

Stormwater drainage from the residential buildings shall be conveyed as follows: •

Surface water from balconies and terraces shall be conveyed via conventional downpipes, directly to OSD system, as described in 4.3.1 connection point

•

Roof water shall be conveyed via siphonic downpipes to the rainwater harvesting tanks

All downpipes located shall be concealed within risers or columns

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4.3.5

MATERIALS

Stormwater drainage pipe to be installed in the following materials: ▪

Conventional downpipes and drainage to be sewer grade SN4 uPVC pipe, with solvent cement joints.

▪

Siphonic downpipes to be HDPE pipe, with electrofusion joints.

▪

Balcony and terrace downpipes to be sewer grade SN4 uPVC pipe, with solvent cement joints.

▪

Above ground pipe and fittings to be stormwater grade SN2 uPVC pipe, with solvent cement joints.

4.3.6

PLANT & EQUIPMENT

Not applicable.

4.4

SUB-SOIL DRAINAGE

4.4.1

CONNECTION POINT

A sub-soil drainage system shall be provided to collect ground water at basement level 6. This system will then pump out and connect to the gravity stormwater system as per the Civil Engineer’s documentation.

4.4.2

BASEMENT LEVLES

The sub-soil drainage system shall consist of: ▪

Drainage pits located on the lowest basement levels, which shall discharge to a common sub-soil pumping station

▪

Rainwater outlets located around the perimeter spoon drain, connecting to the drainage pits

▪

Intermediate rainwater outlets connecting the upper basement levels to the drainage pits

▪

All sub-soil drainage water shall be treated via a gross pollutant trap, prior to discharging to the pump out pit. Design approach subject to further geotechnical investigation to anticipated in-ground contamination.

4.4.3

LEISURE CENTRE STRATUM

Grated threshold drains and rainwater outlets on the ground floor level (entry to tenancies and common open areas), which are unable to gravity drain to the On-Site Detention system shall discharge to the basement sub- soil drainage system. It is note that these outlets will be limited (where possible) to collect only wind driven rain.

4.4.4

RESIDENTIAL STRATUM

Grated drains at the ground floor entry lobbies shall discharge to the basement sub- soil drainage system. It is noted that these outlets will be limited (where possible) to collect only wind driven rain.

4.4.5

MATERIALS

Sub-soil drainage pipe to be installed in the following materials: ▪

Above ground pipe and fittings to be stormwater grade SN2 uPVC pipe, with solvent cement joints.

▪

Below ground pipe and fittings to be stormwater grade SN4 uPVC pipe, with solvent cement joints.

4.4.6

PLANT & EQUIPMENT Title

Sub-soil Pumping Station

Description/ Performance

Selected Item

Dual (Duty & Stand-by) submersible pumps complete with control panel.

Grundfos SV series “Super-Vortex” type pumps, complete with Grundfos

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Title

Description/ Performance Duty 10.0l/s @ 30 mh

Selected Item Dedicated Controls

To also include: ▪

Flexible waterproof electrical cabling.

▪

Hard piping with guide rail system.

▪

Approved stainless steel clamps on rising mains.

▪

Stainless steel step irons.

▪

Dual pumps and rising mains, which shall be removable without entering pit.

▪

Hose & electrical cables to be of sufficient length to allow removal of pumps without entering pit.

▪

Stainless steel heavy duty lifting chains connect to a stainless steel bracket below pit cover in accessible position.

▪

Water level controls.

▪

Stainless Steel guide rails.

▪

Heavy duty gas tight lids.

▪

Holding Tank to be capable of providing storage for fire pump testing (10 minutes)

Gross Pollutant Trap

Filtration in accordance with City of Canada Bay Councils’ requirements

Rocla CDS0506

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4.5 4.5.1

POTABLE COLD WATER SERVICES CONNECTION POINT

Preliminary information obtained from Sydney Water via the Notice of Requirements (Case Number 180346, dated 20/09/2020) indicates that the proposed development (no uplift) can be supplied via the existing Ø300mm potable water main on the western side of Marquet St. The diagram below has been extracted from the Sydney Water Notice of Requirements

Figure 4.5: Proposed Potable Water Connection Points

4.5.2

BASMENT LEVELS

A new unassisted site wide potable supply shall extend from the existing Ø300mm potable water main water main in Marquet St, complete with 4 x authorities water meter assemblies and backflow prevention device. The 4 authorities’ meters shall provide potable water to each of the following Stratum areas: ▪

Basement car parking areas.

▪

Leisure Centre

▪

Residential Tower D

▪

Residential Tower E

4.5.3

FUTURE PROOFING FOR STAGE 3

It is envisaged that the existing Ø300mm potable water main in Marquet St will also be adequate to service Stage 3. This will need to be formally confirmed with Sydney Water, via lodgement of a Section 73 Certificate.

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4.5.4

METERING

Potable water metering shall be provided, in accordance with Sydney Water’s Multi Level Individual Metering Guide, as per the following table: Main Stratum Meter

Basement Stratum

Sub Meters Car Wash Bay Common plant wash down hose taps Each Retail Tenancy

Leisure Centre Stratum

Retail Garbage Room/s Loading dock wash down provisions Retail amenities Each Residential Apartment Residential Garbage Room/s

Residential Stratums (2 off)

Billbergia Cafe Residential Communal Facilities Landscape irrigation services

4.5.5

LEISURE CENTRE STRATUM

Potable water to the retail stratum will be provided from the respective authorities’ main stratum meter and extend to each retail tenancy. Based on the results of the Fire Flow & Pressure Statement, obtained from Sydney Water 07/02/2020, it is expected that booster pumps will be required to the Leisure Centre Stratum. Potable water provisions, complete with sub- meters, located in a common area will be provided to each area/ retail tenancy, as per the following: Level

Area Childcare Centre

Fit-Out Connection of all internal fixtures

Base Building Provision N/A

and fittings requiring potable cold water, complete with Ø40mm sub- meter. Social Enterprise

Connection of all internal fixtures

N/A

and fittings requiring potable cold

Level 01

water, complete with Ø25mm sub- meter. Working Kitchen

Connection of all internal fixtures

N/A

and fittings requiring potable cold water, complete with Ø25mm sub- meter.

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Level

Area Allied Health Industries (2 off)

Fit-Out N/A

Base Building Provision Capped Ø25mm cold water point, complete with sub- meter

Café

N/A

Capped Ø25mm cold water point, complete with sub- meter

Retail

N/A

Capped Ø25mm cold water point, complete with sub- meter

Allied Health Industries

N/A

Capped Ø25mm cold water point, complete with sub- meter

Creche

Connection of all internal fixtures

N/A

and fittings requiring potable cold water, complete with Ø25mm sub- meter Level 02

Gymnastics

Connection of all internal fixtures

N/A

and fittings requiring potable cold water, complete with Ø25mm sub- meter Health Club

Connection of all internal fixtures

N/A

and fittings requiring potable cold water, complete with Ø25mm sub- meter Basketball Court

Connection of all internal fixtures

N/A

and fittings requiring potable cold water, complete with Ø25mm sub- meter

4.5.6

RESIDENTIAL STRATUM

Tower D Potable cold water for residential Tower D shall comprise of the following: ▪

Direct boosting from the town’s main, via triplex booster pumps for the low-rise component (levels 4 – 17)

▪

Direct boosting from the town’s main, via triplex booster pumps for the high- rise component (levels 18 – 34),

The Tower D booster pumps will be housed within a common hydraulic plant room, on basement level 1, close to the supply main on Marquest St. The plant room will also house the other booster pump assemblies, as well as the authority stratum meters.

Tower E Potable cold water for residential Tower E shall comprise of the following: ▪

Direct boosting from the town’s main, via triplex booster pumps for the low-rise component (levels 4 – 15)

▪

Direct boosting from the town’s main, via triplex booster pumps for the mid- rise component (levels 16 – 31)

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Transfer pumps from the town’s main up to the roof top plant room. The roof top plant room will then consist of

▪

a 10kL break tank and supply pumps. The proposed high-rise scheme will provide flexibility for levels 32 -51, while minimising excessive delivery pressure on the system and pump operation. The Tower E booster pumps and high-rise transfer pump will be housed within a common hydraulic plant room, on basement level 1, close to the supply main on Marquest St. The plant room will also house the other booster pump assemblies, as well as the authority stratum meters.

Points within Apartments In addition to sanitary fixtures, potable water connection points for fridge connections shall be provided to the following apartments: 3 Bedroom Apartments

•

Billbergia Cafe Potable water supply to the Billbergia Café will be provided, unassisted from the supply main, downstream of the Tower E authorities stratum meter. Am authority sub- meter will be provided in a common area cupboard to separately monitor the potable water consumption

4.5.7

MATERIALS

Potable water pipe to be installed in the following materials: ▪

In ground pipe and fittings to be polyethylene PN20 pipe with electro fusion joints.

▪

Reticulated above ground pipe and fittings to be grade 316 stainless steel, or copper type “b”, with press-fit fittings

▪

Rough-in pipe and fittings to be peroxide-cross linked Polyethylene (PE-Xa), with compression sleeve connections

4.5.8

PLANTS & EQUIPMENT

Building

Title Low Rise Supply Pumps

Tower D

Description/ Performance Triplex (Duty, Duty Assist & Standby) variable speed booster pumps complete with control panel and pressure vessel

Selected Item Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 3.0 l/s @ 75 mh High Rise Supply Pumps

Triplex (Duty, Duty Assist & Standby) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 3.0 l/s @ 137 mh Low Rise Supply Pumps

Tower E

Triplex (Duty, Duty Assist, & Standby) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 3.0 l/s @ 70 mh Mid Rise Supply Pumps

Triplex (Duty, Duty Assist & Standby) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 3.0 l/s @ 125 mh

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Triplex (Duty, Duty Assist, Standby) variable speed booster pumps complete with control panel and pressure vessel

High Rise Supply Pumps

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 3.0 l/s @ 35 mh Duplex (Duty, Stand- by) variable speed booster pumps complete with control panel and pressure vessel

High Rise Transfer Pumps

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 3.0 l/s @ 165 mh

4.6 4.6.1

POTABLE HOT WATER SERVICES BASEMENT LEVELS

Potable hot water shall be provided via instantaneous electric hot water units to the basement car park areas including: ▪

Retail Garbage rooms

▪

Grease Arrestor rooms

4.6.2

METERING

Potable hot water metering shall be provided as follows: ▪

Individual apartment sub-meters (by embedded network provider)

▪

Individual sub- meters communal/ common areas (by embedded network provider)

4.6.3

LEISURE CENTRE STRATUM

Potable hot water to the leisure centre shall be provided from a dedicated centralised gas fired plant, located in the level 3 plantroom. Hot water will be provided from the common plant, via a flow and return loop, to the following areas: ▪

Childcare Centre

▪

Allied Health

▪

Level 01 amenities

▪

Creche

▪

Gymnastics Centre

▪

Level 02 Amenities

▪

Health Club

▪

Mezzanine Level amenities

Confirm if sub- metering is required?

Retail Tenancies No potable hot water shall be provided internally to the individual retail tenancies. It shall be the responsibility of the retail tenant to supply and install their respective hot water units, as part of the fit-out works

Common Area Retail Amenities Potable hot water shall be provided via instantaneous electric hot water unit to the following common retail areas: ▪

Basin in the Unisex Accessible WC

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▪

Sinks and basins within the Parents Room

Cold water only shall be provided only to the basins in the male and female amenities

4.6.4

RESIDENTIAL STRATUM

Potable hot water to the residential building shall be provided from 5 x dedicated centralised gas fired plant, via a flow and return loop, as follows: ▪

Individual apartment sub-meters located within hydraulic enclosure, located in common corridor. The apartment sub- meters shall be provided by the embedded network provider and installed by the hydraulic contractor.

▪

Individual apartment tempering valves to limit outlet temperatures to all fixtures to 50°C.

▪

Individual branch pressure reducing valves on levels 1-5.

The hot water plants shall be as follows: Building

Plant No.

Plant Location

Serving

Levels 4 - 17

Level 03 Plant

Levels18 - 31

Roof Top Plant

Levels 4 – 15

Level 03 Plant

Levels 15 – 31

Level 23

Levels 32 - 51

Roof Top Plant

Tower D

Tower E

4.6.5

MATERIALS

Potable hot water pipe to be installed in the following materials: ▪

Reticulated above ground pipe and fittings to be grade 316 stainless steel, or copper type “b”, with press-fit fittings and 30mm thick insulation.

▪

Rough-in pipe and fittings to be peroxide-cross linked Polyethylene (PE-Xa), with compression sleeve connections.

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4.6.6

PLANTS & EQUIPMENT

Location

Residential Buildings (5 off)

Leisure Centre

Billbergia Cafe Retail

Carpark

Title

Description/ Performance

Selected Item

Hot Water PlantApartments

External/ Internal gas fired hot water plant

Rheem Tankpak Series, complete with Enamelled Lined Storage Cylinders

Secondary Hot Water Circulating Pumps

Secondary circulating system to maintain +5ºC within loop.

Dual Grundfos UPS 32-80B (Duty & Stand-by), complete with control panel.

Tempering Valves

Regulate temperature to all sanitary fixtures

Caleffi series 5213

Hot Water PlantApartments

Internal gas fired hot water plant

Rheem Tankpak Series, complete with Enamelled Lined Storage Cylinders

Secondary Hot Water Circulating Pumps

Secondary circulating system to maintain +5ºC within loop.

Dual Grundfos UPS 32-80B (Duty & Stand-by), complete with control panel.

Tempering Valves

Regulate temperature to all sanitary fixtures

Caleffi series 5213

Hot Water Plant

Instantaneous electric 3 phase hot water unit

Stiebel Eltron DHE 27 AU

Accessible WC & Parents Room

Instantaneous electric 3 phase hot water unit

Stiebel Eltron DHE 27 AU

Garbage Rooms

Instantaneous electric 3 phase hot water unit

Stiebel Eltron DHE 27 AU

Grease Arrestor Rooms

Instantaneous electric 3 phase hot water unit

Stiebel Eltron DHE 27 AU

Pumps shall operate alternatively on a 24 hour basis.

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4.7 4.7.1

NON- POTABLE WATER SERVICES CONNECTION POINT

Preliminary information obtained from Sydney Water via the Notice of Requirements (Case Number 180346, dated 20/09/2020) indicates that the proposed development (no uplift) can be supplied via the existing Ø150mm non-potable water main on the western side of Marquet St. The diagram below has been extracted from the Sydney Water Notice of Requirements

Figure 4.7: Proposed Non-Potable Water Connection Points

4.7.2

BASMENT LEVELS

A new unassisted site wide potable supply shall extend from the existing Ø150mm non-potable water main water main in Marquet St, complete with 4 x authorities water meter assemblies and backflow prevention device. The 4 authorities’ meters shall provide potable water to each of the following Stratum areas: ▪

Basement car parking areas.

▪

Leisure Centre

▪

Residential Tower D

▪

Residential Tower E

4.7.3

FUTURE PROOFING FOR STAGE 3

It is envisaged that the existing Ø150mm non- potable water main in Marquet St will also be adequate to service Stage 3. This will need to be formally confirmed with Sydney Water, via lodgement of a Section 73 Certificate

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4.7.4

METERING

No sub- metering shall be provided to the non -potable water supply. Each stratum will be billed individually for their overall respective usage by Sydney Water

4.7.5

LEISURE CENTRE STRATUM

Non - potable water to the retail stratum will be provided from the respective authorities’ main stratum meter and extend to each retail tenancy. Based on the results of the Fire Flow Pressure Statement, obtained from Sydney Water 07/02/2020, it is expected that booster pumps will be required to the Leisure Centre Stratum. Non -potable water provisions, will be provided to each area/ retail tenancy, as per the following: Level

Area Childcare Centre

Fit-Out Connection of all internal fixtures

Base Building Provision N/A

and fittings requiring non-potable cold water, complete with Ø40mm isolation valve, in common corridor.

Level 01 Social Enterprise

N/A

Working Kitchen

N/A

Allied Health Industries (2 off)

N/A

Café

N/A

Retail

N/A

Allied Health Industries

N/A

Creche

Connection of all internal fixtures

N/A

and fittings requiring non-potable cold water, complete with Ø25mm isolation valve, in common corridor Level 02

Gymnastics

Connection of all internal fixtures

N/A

and fittings requiring non-potable cold water, complete with Ø40mm isolation valve, in common corridor Health Club

Connection of all internal fixtures

N/A

and fittings requiring non-potable cold water, complete with Ø40mm isolation valve, in common corridor

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Level

Area Basketball Court

Fit-Out Connection of all internal fixtures

Base Building Provision N/A

and fittings requiring non-potable cold water, complete with Ø40mm isolation valve, in common corridor

4.7.6

RESIDENTIAL STRATUM

Tower D Non- potable cold water for residential Tower D shall comprise of the following: ▪

Direct boosting from the town’s main, via triplex booster pumps for the low-rise component (levels 4 – 17)

▪

Direct boosting from the town’s main, via triplex booster pumps for the high- rise component (levels 18 – 34)

Tower E Non-Potable cold water for residential Tower E shall comprise of the following: ▪

Direct boosting from the town’s main, via triplex booster pumps for the low-rise component (levels 4 – 15)

▪

Direct boosting from the town’s main, via triplex booster pumps for the mid- rise component (levels 16 – 31)

▪

Transfer pumps from the town’s main up to the roof top plant room. The roof top plant room will then consist of a 10kL break tank and supply pumps. The proposed high-rise scheme will provide flexibility for levels 32 -51, while minimising excessive delivery pressure on the system and pump operation.

The Tower E booster pumps and high-rise transfer pump will be housed within a common hydraulic plant room, on basement level 1, close to the supply main on Marquest St. The plant room will also house the other booster pump assemblies, as well as the authority stratum meters.

Points within Apartments Non potable water points within apartments will be provided, as follows: •

Water closets

•

Washing machine point (3rd point)

•

Hose tap points for 3 Bedroom Apartments only

Billbergia Cafe Non- potable water supply to the Billbergia Café will not be provided.

4.7.7

MATERIALS

Potable water pipe to be installed in the following materials: ▪

In ground pipe and fittings to be polyethylene PN20 pipe with electro fusion joints.

▪

Reticulated above ground pipe and fittings to be grade 316 stainless steel, with press-fit fittings

▪

Rough-in pipe and fittings to be peroxide-cross linked Polyethylene (PE-Xa), with compression sleeve connections

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4.7.8

PLANTS & EQUIPMENT

Building

Title Low Rise Supply Pumps

Tower D

Description/ Performance

Selected Item

Duplex (Duty & Stand- by) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 2.0 l/s @ 65 mh High Rise Supply Pumps

Duplex (Duty & Stand- by) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 2.0 l/s @ 125 mh Low Rise Supply Pumps

Duplex (Duty & Stand- by) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 2.0 l/s @ 60 mh Mid Rise Supply Pumps

Tower E

Duplex (Duty & Stand- by) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 2.0 l/s @ 115 mh High Rise Supply Pumps

Duplex (Duty & Stand- by) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 2.0 l/s @ 25 mh High Rise Transfer Pumps

Duplex (Duty, Stand- by) variable speed booster pumps complete with control panel and pressure vessel

Grundfos Hydro MPC-E system with 80 litre pressure vessel on outlet.

Duty 2.0 l/s @ 165 mh

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4.8

GAS SERVICES

4.8.1

CONNECTION POINT

Based on the preliminary infrastructure plans, it is assumed that natural gas will be provided to the proposed development from one of the existing Jemena 210kPa supply mains, surrounding the site, being: •

32mm main on western side of Marquet St, or

•

50mm main on the southern side of Gauthorpe St

Further discussions are required with Jemena to confirm the suitability of the connection points; however, it is noted that interconnection with the 1,050kPa main in Gauthorpe may be possible if the 210kPa mains are identified as being inadequate.

Figure 4.6 Proposed Gas Connection Point

4.8.2

BASMENT LEVELS

A new site wide gas service shall extend from the authorities supply main, complete with the following: ▪

Volumetric boundary meter for the residential stratum, complete with dual stage regulators Delivery pressure shall be 2.75kPa

▪

Boundary regular for the retail stratum, set at 5kPa.

▪

Boundary meter for Billlbergia Cafe

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4.8.3

FUTURE PROOFING FOR STAGE 3

No gas provisions shall be provided for Stage 3, as it is envisaged that a separate connection from the 32mm gas main in Marquet St will be required.

4.8.4

METERING

Gas metering strategy shall be as defined in the following table: Method

Stratum Basement Stratum

Leisure Centre Stratum

Meters

No Gas Provisions

Not Applicable

Authorities’ Boundary regulator in main

Authorities meters shall be provided by

external gas enclosure

each retail tenancy, within the respective

Reticulated unmetered supply to be

tenancy

extended to all retail tenancies. Gas supply capped with an isolation valve above ceiling. Jemena’s “Embedded Network”

Private sub- meters (by embedded

arrangement to be implemented for the

network providers) shall be provided as

residential stratum, which comprises of a

follows:

single volumetric boundary meter, complete with dual regulator, set to deliver an outlet pressure of 2.75kPa. The 5kPa supply will then extend to the following: • Residential Stratums

Centralised domestic hot water plant,

•

water plants •

Common supply for all apartment cooktops

•

Cold water inlet to centralised gas fired hot water plant

•

complete with private gas meter. •

Gas inlet to centralised gas fired hot

Individual hot water meters to each apartment

•

Individual hot water meters to each common area

Residential communal facilities

Individual gas Isolation valves (no meters) to be provided to individual apartments, within common enclosure. The Billbergia Café will be supplied via a separate authority gas meter, located within the main gas meter assembly

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4.8.5

LEISURE CENTRE STRATUM

Capped gas supplies capable of providing the allowances indicated in the below table, are to be provided to each retail tenancy, via individual authority gas meter. The tenant is to be responsible for extending the capped un-metered connection, including the installation of the gas meter within their tenancy, as part of their fit-out works. Level

Area Childcare Centre

Fit-Out Connection of all gas appliances,

Base Building Provision N/A

complete with authority gas meter and service, capable of supplying 400mJ/hr Social Enterprise

Connection of all gas appliances,

N/A

complete with authority gas meter and service, capable of supplying 400mJ/hr

Level 01 Working Kitchen

Connection of all gas appliances,

N/A

complete with authority gas meter and service, capable of supplying 400mJ/hr Allied Health Industries (2 off)

N/A

Capped gas connection, complete with authority gas meter and service, capable of supplying 400mJ/hr

Café

N/A

Capped gas connection, complete with authority gas meter and service, capable of supplying 400mJ/hr

Retail

N/A

Capped gas connection, complete with authority gas meter and service, capable of supplying 400mJ/hr

Level 02

Allied Health Industries

N/A

Capped gas connection, complete with authority gas meter and service, capable of supplying 400mJ/hr

Creche

N/A

Gymnastics

N/A

Health Club

N/A

Basketball Court

N/A

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4.8.6

RESIDENTIAL STRATUM

The residential stratum is to be served via the Jemena “Embedded Network” arrangement, which incorporates dual regulators, set to deliver an outlet pressure of 2.75kPa, in order to step down the incoming gas pressures (210kPa). The low-pressure supply (outlet of regulator) shall then extend to the following: ▪

Inlet to the centralised domestic hot water plant, complete with private sub- meter.

▪

Individual apartment isolation valves, located in the corridors (apartment floors). Gas consumption within apartment is to be limited to gas cook tops

▪

4.8.7

Inlet to common area BBQ point, on podium level, complete with private sub- meter

MATERIALS

Gas pipe to be installed in the following materials: ▪

In ground pipe and fittings to be polyethylene PN20 pipe with electro fusion joints.

▪

Reticulated above ground pipe and fittings to be copper type ‘B’ with silver soldered joints.

▪

Rough-in pipe and fittings to be copper type ‘B’ with silver soldered joints.

4.8.8

PLANT EQUIPMENT

Not applicable

4.9 4.9.1

FIRE HOSE REEL SERVICES CONNECTION POINT

Fire hose reels will be supplied from the sites potable water service. Refer to section 4.5 for further information.

4.9.2

BASMENT & LEISURE CENTRE LEVELS

Fire hose reels will be provided to the car parking and leisure centre areas. Fire hose reels will not be provided to the residential areas. Fire hose reels will be located adjacent to exit doors, so that all parts of the building are within reach of a 4 metre spray, extending from a 36 metres hose. Where there are shortfalls in coverage provided by fire hose reels, adjacent to exit doors, additional intermediate reels will be installed. Fire hose reels in retail areas will be provided with appropriate additional allowances to allow for tenant fit-out flexibility

4.9.3

MATERIALS

Fire hose reel pipe to be installed in the following materials: ▪

Above ground pipe and fittings to be grade 316 stainless steel, or copper type “b”, with press-fit fittings

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5 ATTACHMENT A – BENCHMARKING Comparison Projects

Item

Recommendation

Pavilions by Mirvac – 30 Seconds Hot Water Delivery Time

30 Seconds to be the maximum wait time at any fixture. Wait time shall be measured at the most remote basin, after a prolonged

Harold Park by Mirvac – 30 Seconds

period of non- usage

One Circular Quay – 15 Seconds Wicks Park – 30 Seconds Pavilions by Mirvac – Fridge point to be provided to 3 bed plus apartments only. Hose taps to be provided to terraces and 3 bed plus apartment only.

Fridge point to be provided to 3 bed plus apartments only No hose taps to be provided, as the balconies are quite small

Harold Park by Mirvac – Fridge point to be provided to 3 bed plus Water Points in Apartments

apartments only. Hose taps to be provided to terraces and 3 bed plus apartment only. One Circular Quay – Fridge points to all apartments Wicks Park – Fridge point to be provided to 3 bed plus apartments only. Hose taps to be provided to terraces and 3 bed plus apartment only

Gas points in Apartments

Pavilions by Mirvac – Cook tops only

Natural gas provisions to be provided for cook top purposes only.

Harold Park by Mirvac – Cook tops + room heating provision to

BBQ points will require automatic shut- off valve, due to potential

terraces

lack of flame fail safe device.

One Circular Quay – Cook tops

Air conditioning provided to apartment; therefore, room heater

Wicks Park – Cook tops only

point is obsolete

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Comparison Projects

Item

Recommendation

Pavilions by Mirvac – Recycled water supply for water closets and Recycled Water Supply

3rd

point for washing machine connection

Recycled water supply for water closets 3rd point for washing machine connection (allows user choice in connection)

Drainage Pipework

Pavilions by Mirvac – Acoustic rated Reduced Velocity Aerator

Recommend making adequate provisions for implementation of

Stacks (RVAS)

one of the following:

Harold Park by Mirvac – Fully Vented Modified System FVM One Circular Quay – RVAS vs FVM

•

Reduced Velocity Aerator Stack (acoustically rated, or not)

•

Positive Air Pressure Attenuator

•

RVAs with no fall horizontal offsets

Wicks Park – RVAS vs Positive Air Pressure Attenuator (PAPA) system Pavilions by Mirvac – Common area cupboard Location of Hot Water Meters

Common area cupboard, which allows for ease of servicing. This

Harold Park by Mirvac – Below laundry tubs, within apartments One Circular Quay – Within dedicated plantroom

may however require additional cupboards to be provided to ensure that the hot water wait time criteria is met. Additionally, explore the option of casting in apartment feed pipes

Wicks Park – Common area cupboard Location of Retail Tenancy Gas Meters

One Circular Quay – Within dedicated plantroom Wicks Park – Within tenancy

Within tenancy to minimise capital costs. Additionally gas may not be utilised by tenant

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DESIGN BRIEF REPORT

RHOD ES CENTRAL – STAGE 2 34 W ALKER STREET, RHODES MIXED USED D EVELOPMENT

MECHA NICAL SE RVICES

DOCUMENT CONTROL SHEET Project Number

200033

Project Name

Rhodes Central – Stage 2

Description

Return Brief

Key Contact

Marc Estimada

Prepared By Company

JHA

Address

Level 23, 101 Miller Street, North Sydney NSW 2060

Phone

61-2-9437 1000

maurice.bond@jhaengineers.com.au

Website

www.jhaservices.com

Author

Maurice Bond

Checked

Alex Hole

Authorised

Marc Estimada

Revision History Issued To Billbergia

Revision and Date REV

DATE

19.03.2020

REV DATE REV DATE

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CONTENTS

2.1

KEY DECISIONS TO BE MADE....................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4

2.2

3.1

3.2

MECHANICAL SERVICES..................................................................................................................................................................................................................................................................................................................................................................................................................................... 6

4.1

4.2

4.3

DESIGN CRITERIA............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 7

4.5

PROPOSED MECHANICAL SYSTEMS ......................................................................................................................................................................................................................................................................................................................................................................................................................................... 10

APPENDIX A – PRELIMINARY SERVICES BENCHMARKING MATRIX .................................................................................................................................................................................................................................................................................................................................................... 14

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2 EXECUTIVE SUMMARY

Discipline Mechanical

This Services Concept Return Brief Report compiled by JHA Consulting Engineers identifies and summarises the key components which

Item

Key Decision

Apartment range hood configuration

Whether to uplift the offering to ducted façade in lieu of recirculating type

Benchmarking development ‘level of product’. This will impact various elements of design.

make up the Mechanical elements of the project.

Notes

All

solution” will be adopted for design development and costing.

2.1

KEY DECISIONS TO BE MADE

JHA have benchmarked the following buildings:

The following Table outlines the key decisions that need to be considered at the next stage with regards to the above disciplines that may impact the current design philosophy. The items listed in the following table should form key areas of discussion at the next stage of design in order to limit the risk of redesign, increased costs or programme

Mechanical

ALL

Item

Key Decision

Notes

Recreation areas Air

Any adjustments to the AC provision for the recreation areas based on any aspirations for reduced energy use.

Will impact chiller, cooling tower, plant spatial allowances, and electrical demand

Conditioning

Rhodes Stage 1

Rhodes Marina Block E

For further discussion.

Implications at the next stage include, but are not limited to: Discipline

Refer to the benchmarking document attached to Appendix A.

Mechanical

Apartments water cooled VRV configuration

Configuration of apartment AC water cooled VRV system. Specifically, condensers are provided on a 1 per 1 basis or multiple apartments served from single unit

Mechanical

Apartment Air Conditioning indoor fancoil unit options

Type of indoor fancoil unit

Based on project concept design report single ducted units are proposed for each apartment. Alternatively, individual room concealed bulkhead or wall mounted units could be provided

Mechanical

Apartment Lift Lobby Air Conditioning

Extent of tempering AC (if any) for residential lift lobbies/ corridors

JHA propose full AC for main entry level, and un-tempered for upper levels

Mechanical

Basement fire stair pressurisation

Number of fire stair doors open during fire for basement carpark. Fire engineer verbally indicated these can be reduced to not have to cover all doors open.

JHA recommend consider 3 doors open solution as part of fire engineering solution

Mechanical

Zone smoke control

Fire engineer to determine whether zone smoke control requirements for the recreation areas can be omitted

Mechanical

Social enterprise

Confirm if provisions for MRI or other scanning equipment should be included in the base building design for the social enterprise tenancies

Stratum segregation

Finalisation of stratums between council/leisure, Billbergia etc.

Required to assign plant ownership allocations and metering requirements

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2.2

DESIGNER RISK REGISTER

The table below lists the main designer risks and considerations at this stage, outlined by discipline. Discipline

Risk

Mitigation Measures

Mechanical

Acoustic treatment for mechanical plant required to meet relevant standards, DA conditions, and to avoid disturbance for building occupants and neighbours

Acoustic measures ranging from special acoustic enclosures / risers, acoustic louvres, acoustic insulation, mechanical attenuators, vibration isolation, and mechanical plant location will need to be considered during the detailed design phase. The project design phase should include the input of an acoustic engineer to develop and detail the above measures.

Mechanical

Apartment natural ventilation acoustic review

The current design calls for natural ventilation via operable windows and doors to the outside. An acoustic engineer review should be completed to confirm this solution is suitable for all apartments. Ambient noise conditions may force mechanical ventilation for certain apartments.

All

No lift to roof level

Early engagement for coordination around plant replacement strategy required at next stage

All

Roof plant maintenance and replacement health and safety risks

Early engagement for coordination around plant replacement strategy required at next stage

All

Double height Multi-Court implies health and safety risks related to maintenance of services at high level

Early stage optimisation of most maintenanceonerous services to maximise easy access and replacement

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3 INTRODUCTION

4 MECHANICAL SERVICES

3.1

4.1

PROJECT INFORMATION

We understand Billbergia is proposing to develop Stage 2: Rhodes Central which will include construction of two residential apartment

GENERAL

The proposed mechanical services scope of works comprises of:

building compromising of the following:



Air conditioning

Tower D – 35 Levels with 312 Apartments



Mechanical ventilation,

Tower E – 50 Levels with 434 Apartments



Natural ventilation via natural ventilation openings where possible and suitable (equivalent to 5% of the room floor area)

Three podium levels – which includes a childcare, Multi-Court, Gymnastics Centre, Creche, Health Club, Cafes and A.H.I etc.



Toilets, cleaner rooms, and kitchenette exhaust

Nine levels of basement carpark/loading dock shared services rooms etc.



Commercial kitchen exhaust



Carpark ventilation



Mechanical controls.



Mechanical Services Switchboards.



Electrical wiring and connections for mechanical plant.



Fire and smoke control measures as required by the relevant codes and standards, the project BCA and Fire Engineering

The proposed development is located at 34 Walker Street Rhodes NSW 2138.

3.2

REPORT QUALIFICATION

This report finalises the Concept Return Brief phase of the project for the Mechanical Services and is based on information from the design team including Billbergia (Client) and SJB Architects (Architect) drawings and documentation as well as other design consultants

reports

working on the project. The report has been developed based on the overall design intent provided in the project DA Combined Services Return Brief revision 2, issued 17th December 2017. This report has also been completed in the absence of information as listed in Table 2.1 Key Decisions to be Made. As such further



4.2

Acoustic treatment of mechanical plant, as per project acoustic report, and council DA requirements

STANDARDS AND REGULATIONS

Australian Standards

The use of ventilation and air conditioning in buildings

AS 1668.1:2015 (Amd.1)

Part 1: Fire and smoke control in multi-compartment

consideration to this report should be made once relevant information is available.

buildings.

The use of ventilation and air conditioning in buildings

AS 1668.2:2012 (Amd. 1 & 2)

Part 2: Mechanical ventilation in buildings. Electrical Installation

AS 3000

Air Handling and Water Systems of Buildings

AS 3666

National Plumbing and Drainage Code

AS 3500

Refrigerating Systems Ductwork

AS4254.1&2

Laboratory Design and Construction

Authorities

AS/NZS 5149.1:2016

National Construction Code

AS/NZS 2982:2010

2016

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4.3

DESIGN CRITERIA

4.3.1

sleeping, rooms

EXTERNAL DESIGN CONDITIONS

The cooling and heating load designs conditions for the development will be as follows (as appropriate for Rhodes, NSW): Summer Outside Ambient

Childcare Office /

Winter

34.6.°C DB / 23.9 °C WB1

Table A1 As per

22.5 + 1.5

n/c

furniture plans

And staff

No Solar Load

room

Note 1. AIRAH DA09 North Paramatta Data

4.3.2

otherwise 12 L/s / person

Reception.

5.8 °C DB

Full Solar Load

AS1668.2-

Childcare

INTERNAL DESIGN CONDITIONS

2 people

22.5 + 1.5

n/c

Kitchen

Carpark

n/a

Ventilation Loading Dock

Garbage

n/a

Lighting and Small Power (W/m²)****

Exhaust Air L/s)

(l/s/person)

Outside Air

(%)*

Relative Humidity

Winter (°C) **

Room Temp

Summer (°C) **

Room Temp

(m² /person)

Occupancy

Room Basement

Mechanical exhaust and outside air systems, c/w CO control to AS1668.2 Natural

1,500 L/s per

makeup from

vehicle, min

entrance

3,000 L/s

n/a

5 L/s/m2 with a minimum of 100 L/s per space

Rooms, Bulky Waste, Nappy

n/a

Childcare

n/a

22.5 + 1.5

n/c

n/a

5 L/s/m2 with a minimum of 100 L/s per space

n/a

4 l/s/m2

n/a

4 kW, or 2 kW per rack, loading TBC

Arrestor Room Basement

As per

Bldg Manager

Furniture

Offices

Layouts

Comms

n/a

23.0 + 2.0

23.0 + 2.05

n/c

Rooms

Childcare Play Areas , , program, and

As per arch plans or

22.5 + 1.5

n/c

Natural ventilation where practical

n/a

15 W/m² and

Toilets

Allied Health Industries Rooms

12 W/m² small power

confirmed based on kitchen equipment

Nappy waste bins to have local point exhaust of 20 L/s per bin 1.5 m2 per person

22.5 + 1.5

n/c

n/a

As per arch

n/a

22.5 + 1.5

18 W/m² and

Natural ventilation where practical otherwise 10 L/s / person

Allowance for residential style range hood exhaust, may require commercial AS1668.2 complaint exhaust, TBC

n/a

The larger of 10 L/s/m2 or 25 L/s per fixture

n/a

n/c

10 L/s / person

n/a

15 W/m² and

Collection n/a

The larger of 10 L/s/m2 or 25 L/s per fixture

n/a

Change

Garbage n/a

6 kW, to be

Toilets, and

Cafe

n/a

Allowance for residential style range hood exhaust, may require commercial AS1668.2 complaint exhaust, TBC, preliminary allowance of 500 L/s commercial exhaust

Nappy

Resident

n/a

Mechanical

n/a

Waste,

Grease

n/a

outside air 10 L/s / person, or as required for kitchen makeup air

The following values will be applied to the design, with assessment for modification as noted.

15 W/m² and

Natural ventilation where practical otherwise 10 L/s / person

plans or

15 W / person Sensible, and 5 W / person Latent

12 W/m² small power, may require adjustment to specific

AS1668.2Table A1

12 W/m² small power

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system in

equipment allowances Circulation, and Level 1 Council Lobby

As per arch

22.5 + 1.5

n/c

10 L/s / person

n/a

plans or AS1668.2Table A1

Social Enterprise

As per arch

22.5 + 1.5

n/c

10 L/s / person

n/a

plans or AS1668.2Table A1

Working

n/a

22.5 + 1.5

n/c

Kitchen

Level 1

n/a

15 W/m² and

and NCC

12 W/m² small power

10, or natural

n/a

Make air for commercial kitchen exhaust

n/a

Commercial kitchen exhaust provision of 3000 L/s 5 L/s/m2

ventilation via door way directly to the

12 W/m² small power

outside

10 kW TBC based on final kitchen design n/a

Storage rooms Level 1 Staff

Clause E1.8-

15 W/m² and

may need to be adjusted to suit tenancy, retail can be up to 40W/m² small power 22.5 + 1.5

accordance with AS1668.1

Toilets

n/a

Change

n/a

5 L/s/m2

n/a

Change

Reception /

As per arch

Lobby for

plans or

Creche, Gymnastics,

Billbergia Cafe

Billbergia

1.5 m² / person

5 m² / person

24.0

19.0

n/c

Lobby

Level 1 Fire Control Room

n/a

Natural ventilation where practical otherwise 10 L/s / person

General exhaust 5L/s/ m² for servery area, Nominal initial allowance of 2,000 l/s commercial kitchen exhaust subject to Design development

Natural ventilation where practical otherwise 10 L/s / person

n/a

30 Air

n/a

Changes per

18 W/m² and

n/a

22.5 + 1.5

The larger of 10 L/s/m2 or 25 L/s per fixture

n/a

5 L/s/m2

n/a

n/c

Natural ventilation where practical otherwise 10 L/s / person

n/a

15 W/m² and

n/c

Natural ventilation where practical otherwise 10 L/s / person

n/a

15 W/m²

n/c

Natural ventilation where practical otherwise 12 L/s / person

n/a

15 W/m² and

10 L/s/person minimum and increased as necessary to achieve summer design condition

n/a

AS1668.2Table A1

Centre, Health Club,

Creche

As per arch

22.5 + 1.5

plans or

if air

AS1668.2-

conditioning

Table A1

is provided

As per arch

22.5 + 1.5

plans or AS1668.2Table A1 Multi-Courts,

As per arch

Level 2 Lobby,

plans or

Running Track

AS1668.2Table A1

+5C above ambient via natural ventilation, note the tolerance for

15 W/m² small power

n/a

12 W/m² small power

club

15 W sensible, and 5 W latent per person

22 W/m² and

n/a

and Health

Rooms 24.0

n/a

Rooms

Gymnastics n/a

n/a

n/c

12 W/m² small power

15 W/m²

this is unbounded, alternatively air conditioning

n/a

could be considered

hour Zone pressurization

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Substation

n/a

n/c

To Authority Requirements

n/a

Room MSSB Room

Fire Pump

n/a

n/c

24.0 + 1.5

21.0 + 1.5

24.0 + 1.5

n/a

40 L/s allows for noncondensing dryer

n/a

4 l/s/m2 or as required for heat removal

n/a

n/c

natural ventilation to NCC requirements

Provision for ducting for local residential style range hood exhaust, hood by others

15 W/m²

n/c

1 L/s

n/a

15 W/m²

n/a

2 kW, TBC Apartment Level 4

Make up air

As required

for exhaust,

for fire pump

natural or

heat removal,

mechanical

approx. 1,200

n/a

40 People to suit seating

Communal

plan

Area

Apartment Lift

n/a

Lobbies

n/a

Pressurization

2,100 L/s /

n/a

mechanical

Ground Floor

ventilation as

door plus air

per AS1668.2

leakage allowances Apartment

2 People /

Bedrooms

bedroom

24.0

21.0

Apartment Lift

1 Bed Apt – 2

24.0

21.0

n/a

Lobbies n/c

natural ventilation to NCC requirements via openable window / doors to the outside

n/a

5 W/m² and

n/c

2-Bed Apt – 4 3 Bed Apt - 6

natural ventilation to NCC requirements

1 L/s mechanical

Upper Floors

ventilation as per AS1668.2

600 W for small power

n/c = Not Controlled, n/a = Not Applicable Notes:  

Mechanical ventilation will be considered if required by Acoustic consultant.

Living Room

n/a

Rooms n/c

L/s TBC

Apartment

n/a

Laundry

Room

Stair

Apartment

    n/a

5 W/m² and 800 W for small power



No humidity control is proposed. The relative humidity range is generally achieved as a result of air conditioning. Temperature control range relates to temperature at the point of control. For naturally ventilated spaces, the achieved temperature control range shall be subject to use of windows and doors which will influence room temperature. Air conditioning sizing is based on the upper limit of the range i.e. 22.5 + 1.5 = 24 degrees. On design days the internal temperature is expected to be up to 24 degrees. Lighting allowances are only applicable to the mechanical system capacity and are not reflective of actual lighting design. Acoustic requirements will be specified elsewhere by the acoustic consultant. Where a space is noted as naturally ventilated, the space is to be provided with openings to the outside, typically openable windows and doors, which have a total area greater than or equal to 5% of the net floor area. The use of internal blinds to reduce solar loads is recommended however the air conditioning unit sizing will assume that internal blinds are not deployed. It is noted however that the use of internal blinds are crucial to allow building occupants to maximise their comfort levels. Occupants exposed to direct sun will feel warmer due to the radiative effects of the sun. These effects are not offset by air conditioning.

and Make up air for exhaust systems from façade via louvre Apartment

n/a

Recirculating range hoods

n/a

50 L/s, increased above AS1668.2 minimum values for steam removal

n/a

Kitchen Exhaust Apartment Toilets

n/a

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4.5

PROPOSED MECHANICAL SYSTEMS

Billbergia Cafe

Strata

A summary of the mechanical systems proposed for the specific spaces is presented in the table below. Specific systems are described

Cold

Water cooled packaged unit, or

shell

VRF/VRV units, outside air to AS1668.2

fixed portion of base building

and make up air as required for

condenser water system operating

kitchen exhaust

expenses included in tenant’s lease

in later sections. ESD initiatives to provide a more environmentally friendly design and reduce operating expenses are currently being reviewed. Measures to be adopted will be included in later updates of this brief. Space

Tenant

Fitout

Mechanical System

Level 1 Residential

Metering

Lobbies

Level

Basement Bldg

Strata

Manager Offices

Full

Standalone wall mounted split air

fitout

conditioning system, with air cooled

Strata

N/A

Gymnastics Centre,

Council

Creche, Health Club,

Full

Water cooled packaged unit, or

System operation covered by Strata

fitout

VRF/VRV units, outside air to AS1668.2

fees

Full

Non air conditioning cooling

If air conditioning provided, chilled

fitout

provisions to be considered:

and heating water usage metering

augmented mechanical and natural

Childcare

condenser mounted in carpark, and

ventilation, façade shading, and floor

mechanical outside air Comms Rooms

Strata

Full

Standalone wall mounted split air

fitout

conditioning system, with air cooled

thermal mass N/A

Air conditioning provisions may still be required for peak design day cooling

condenser mounted in carpark, and

and heating, if provided this would

mechanical outside air Childcare

Council

include:

Full

Chilled / heating water air handling

Chilled and heating water usage

fitout

units (AHU’s), council water cooled

metering

Chilled / heating water AHU’s in L3 plant room connected to council chillers and water heaters, outside air

chillers connected to council

ducted to AHU’s

condenser water system, and council gas fired wate heaters. Outside air

Creche

and plant mounted in level 3 plant

Council

room Cafe

Council Tenant

Full fitout

Warm

Chilled / heating water fancoil units

Chilled and heating water usage

Rooms

Tenant

shell

(FCU’s) local or L3 plant room

metering

mounted connected to council chillers

Multi-Courts, Level 2

Council

Council Lobby

Lobby, Running Track

Warm

Chilled / heating water FCU’s local or

Chilled and heating water usage

shell

L3 plant room mounted connected to

metering

Full

Mechanical ventilation with low level

If air conditioning to be provided,

supply and high level relief for

chilled and heating water usage

ventilation and an element of thermal

metering

Alternatively, if AC is to be provided Chilled / heating water AHU’s in L3 plant room connected to council

council chillers and water heaters, ,

chillers and water heaters, outside air

Full

Chilled / heating water AHU’s in L3

Chilled and heating water usage

fitout

plant room connected to council

metering

chillers and water heaters, outside air

Council Tenant

Warm

Chilled / heating water FCU’s local or

Chilled and heating water usage

shell

L3 plant room mounted connected to

metering

council chillers and water heaters, , Chilled / heating water FCU’s local or

Chilled and heating water usage

shell

L3 plant room mounted connected to

metering

outside air ducted to FCU’s

Residential Lobbies

Strata

Full

Mechanical ventilation only, via roof

System operation covered by Strata

fitout

top outside air fans, alternatively

fees

option for tempered ventilation air via roof top water cooled packaged units

Apartments

Apt Owner

Warm

council chillers and water heaters, ,

ducted to AHU’s

(excluding Level 1)

outside air ducted to FCU’s Working Kitchen

metering

control

ducted to AHU’s Social Enterprise

plant room connected to council

fitout

outside air ducted to FCU’s Circulation, and Level 1

Chilled and heating water usage

ducted to AHU’s

to FCU’s Council

Chilled / heating water AHU’s in L3 chillers and water heaters, outside air

and water heaters, outside air ducted

Allied Health Industries

Tenant board electrical metering, and

Full fitout

Water cooled VRF/VRV system

Apartment mechanical plant to be

dedicated for each apartment,

powered off of dedicated apartment

dedicated toilet / laundry exhaust,

board which will be metered by the

recirculating range hood.

authority.

The suitability of dedicated systems vs

Fixed portion of base building

multiple apartments served by a

condenser water system operating

common condenser is still to be

expenses included in strata fees

investigated

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If common condensers provided, proportional metering will be required for air conditioning usage Apartment Level 4 Communal Area

Strata

Full

Water cooled packaged unit, or

System operation covered by Strata

fitout

VRF/VRV units, outside air to AS1668.2

fees

and make up air as required for kitchen exhaust

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4.5.1

Make up air provision for the apartment is proposed via façade make up air louvres. This would provide a make up air path for when

APARTMENT SYSTEMS

The residential areas are to be designed in compliance with the project BASIX report, dated 16th October, 2018.

4.5.1.1

the apartment exhaust systems are running, but the natural ventilation windows and balcony doors are closed. Exhaust fans are proposed to be controlled via interlock with room light switches c/w adjustable run on timers. The laundry exhaust

AIR CONDITIONING

fan is to be interlocked with the dryer operation. Alternatively, consideration could be given to providing dedicated switching for fans.

Apartment air conditioning is proposed to be provided by water cooled variable refrigerant flow / volume (VRF/VRV) air conditioning

This would allow residents a greater level of control of when their ventilation fans run. This can be of particular importance when

systems. These will consist of dedicated indoor fancoil units within the apartments and water cooled condensers located in a common

toilets / bathrooms are used late at night and it is desirable to limit fan operation acoustic disturbance.

plant room on each level. The condensers reject their heat to the base building condenser water system. There are two condenser configurations considered, 1 per 1 – a dedicated residential style condenser per apartment, or common condensers - a common condenser serving multiple apartments. JHA are currently exploring the spatial, financial, and practical implications of both options. A key advantage for 1 per 1 dedicated condensers is air conditioning system ownership, operation, and

4.5.1.3

LIFT LOBBY AIR CONDITIONING AND VENTILATION

The lift lobby on level 1 is proposed to be air conditioned complete with mechanical outside air ventilation. Air conditioning will be via water cooled systems connected to the base building condenser water loops.

operating costs will be the responsibility of each apartment owner and not involve the strata. Units will also be powered directly from

For all floors above level 1, the lift lobbies will be mechanically ventilated only with unconditioned (not cooled or heated) outside air.

their respective apartment electrical boards removing the need to meter air conditioning usage. With a common condenser

This is considered appropriate given that the lobbies / corridors on these levels are transient areas only; close temperature control is

arrangement proportional metering of air conditioning usage would be necessary, as well, since condensers would be shared, they

not considered necessary. Air conditioning would incur additional riser and plant spatial requirements, and operating expenses.

would fall under the responsibility of the strata.

Mechanical ventilation to the lift lobbies while be via central risers from roof mounted outside air fans. This system will serve to

Concealed ducted type fancoil units are proposed. A single concealed ducted fancoil unit will provide air conditioning via sidewall air

ventilate the lift lobbies and corridors as required for AS1668.2 requirements, and partially pressurize the corridors to mitigate the risk

grilles to the apartment living areas and bedrooms. Alternatively, as an upgrade option, consideration could be given to smaller

of odours from apartments entering the corridors.

concealed bulkhead style units provided for each room to allow dedicated temperature control in each space.

Alternatively, consideration could be given to tempering the outside air to the lift lobbies above level 1. This would avoid excessively cold or warm ventilation air being delivered to the space, and limit potential discomfort to residents. To implement this system water cooled packaged units could be installed in the roof plant spaces instead of an outside air fans. The riser sizes would not be altered. The plant space in the plant room would be increased to accommodate the packaged unit. This system would also be more expensive to operate, but the cost would be significantly less than full air conditioning. It is noted that this option would not offer temperature control within the space.

4.5.1.4

GARBAGE CHUTE VENTILATION

Garbage chutes will negatively pressurized to prevent odours entering the corridors. Roof mounted exhaust fans will be connected to the top of each chute.

4.5.2

BASE BUILDING CONDENSER WATER SYSTEM

The base building condenser water system for each tower will consist of: Central Ducted Unit

4.5.1.2

Room Dedicated Bulkhead Units

VENTILATION

Apartments will be naturally ventilated via operable windows and balcony doors in compliance with the NCC natural ventilation requirements. There is a level of risk that natural ventilation may not be suitable for all apartments because of potential acoustic disturbance form the outside. This could force some apartments to be mechanically ventilated. If this were required additional outside air ventilation systems from the façade for the impacted apartments would be required. To close this off the project should be fully reviewed by an acoustic consultant. Apartment kitchen ventilation shall be provided by residential style kitchen range hoods configured in recirculation mode. The hoods shall be equipped with washable charcoal, or carbon filters to assist with grease removal. Regular filter cleaning by apartment



Roof mounted cooling towers



Heat exchangers, and primary and secondary condenser water pumps in the roof plant room



Secondary condenser water piping serving residential water cooled condenser plant rooms on each residential level down to mid-level break



Mid-level condenser water break (approximately level 20 TBC) consisting of tertiary heat exchangers and circulation pumps



Tertiary condenser water piping serving residential water cooled condenser plant rooms on all residential levels which are mid level and below, level 2 and 1 Billbergia water cooled packaged and VRF/VRV units, and cold shell spaces.

For Billbergia cold shell spaces, condenser water piping complete with local isolation valves is to be stubbed into the tenancies for future connection when the spaces are fitted out. Gas fired water heaters will be provided to heat up the condenser water loops during heating season as required to maintain condenser water design temperatures.

residents will be necessary to maintain these systems. Alternatively, an upgrade option of ducted exhaust to the façade could be

It is assumed that the outdoor residential pool on level 4 will be heated. Heating may be via heat exchangers from the base building

considered. This would provide enhanced ventilation, and cooking effluent removal. In addition it would remove the need for

gas fire water heaters, or via dedicated water heaters specified by the pool consultant. This is to be developed during design

residents to clean the filters.

development in conjunction with the pool consultant. Note the pool consultant is responsible for water heating, filtration and

Dedicated toilet and laundry exhaust systems shall be provided for each apartment. These systems shall be ducted to the façade and

circulation design.

discharge via sidewall louvers or under-soffit grilles. The discharge locations shall be carefully coordinate with the architect to minimise potential nuisance associated with exhaust air being blown back into the apartments, and to minimise aesthetic impact.

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4.5.3

COUNCIL CONDENSER WATER SYSTEM

A dedicated council condenser water system is to be provided to serve the council operated spaces, consisting of: 

Roof mounted cooling towers on Tower D



Heat exchangers, and primary condenser water pumps located in the mid level condenser water break plant room



Secondary condenser water circulation pumps in the level 3 plant room



Secondary condenser water piping to the level 3 plant room to serve the council water cooled chillers.

A dedicated council condenser water system allows plant maintenance and operating costs to be directly assigned to council.

4.5.4

COUNCIL CHILLED AND HEATING WATER SYSTEMS

4.5.8

CRECHE

The creche is proposed to be fully air conditioned with chilled and heating water air handling units (AHU’s) located in the level 3 plant room.

4.5.9

BASEMENT CARPARK AND LOADING DOCK

Car parks and the loading dock will be mechanically ventilated with CO control to reduce fan speed based on CO sensing. Mechanical exhaust and outside air fans will be provided in dedicated plant rooms. Discharges will be in accordance with AS1668.2:2012 and no less than 6 metres from any natural ventilation openings or property boundary. It is proposed to discharge sidewall from the level 3 plant room level. These discharge locations will need to be carefully coordinated with habitable outside areas, and the level 3 plant room air intakes.

The council chilled and heating water systems will be managed and operated by council. They will be installed in the level 3 plant room area. They will serve the air handling units, and fancoil units which serve the council and council tenancy spaces. The water heaters will also provide pool water heating. These systems will consist of:

4.5.10

FIRE AND SMOKE CONTROL MEASURES

The mechanical fire and smoke control measures as required by the NCC, and the project BCA report are as presented below. Based



Water cooled chillers, chillers will reject their heat to the Tower D base building condenser water loop.

on preliminary input from the fire engineer it is understood some of these items may be engineered out or modified. This is to be



Gas fired water heaters

confirmed. These measures are as follows:



Chilled and heating water circulation pumps



Metering of chilled and heating water usage for each dedicated space

4.5.5

ECONOMY CYCLE OPERATION



Carpark stair pressurization, as per AS 1668.1, this typically requires an allowance for stair exit doors on each carpark level to be open, the fire preliminary engineering letter indicates that this may be reduced to 3-off doors (2 doors plus the final door being open) this is to be confirmed.



Operation of carpark ventilation systems in accordance with AS1668.1

Large AHU’s will be provided with outside air economy cycle operation as required by The NCC section J. This control functionality



Residential tower stair pressurization

allows the AHU’s to operate on 100% outside air when outside air conditions are cooler than indoor conditions to reduce air



Zone smoke control system to the level 1 and 2 retail areas, as per preliminary fire engineering advice this may be

conditioning load, and operating energy usage. When outside conditions are not suitable, the units operate with a mix of recirculated air and outside air as required by AS1668.2-2015. Outside air for the AHU”s will be drawn from plant room outside air louvres. To remove the need for outside air ducting between the louvres and the AHU’s it is proposed to treat the plant room as an outside air plenum. Large sections of the plant room wall will be

engineered out, this is to be confirmed. 

Smoke exhaust system for the level 1 and 2 assembly areas as per the preliminary fire engineering advice this may be engineered out, this is to be confirmed



Shut down of mechanical plant in accordance with AS1668.1

louvred to the outside, and AHU’s will draw their outside air directly from the plant room.

4.5.6

GYMNASTICS CENTRE, AND HEALTH CLUB

Low energy options for space cooling are to be considered. Augmented mechanical and natural ventilation with low level intakes and high level relief is proposed. Occupant comfort can be further enhanced with passive measures such as solar shading, façade design, thermal mass. This is to be further developed in conjunction with ESD engineer. This type of solution will provide a level of space temperature control, however achieved interior conditions be dependent on the outside ambient conditions. Alternatively, air conditioning can be provided with chilled and heating water air handling units (AHU’s) located in the level 3 plant room. Spatial provisions for this option have already been considered. A low energy option with air conditioning of relaxed setpoints could also be considered. Note if air conditioning is not to be provided, AHU’s with hot water heating coils will be proposed for space heating.

4.5.7

MULTI-COURTS, LEVEL 2 LOBBY, AND RUNNING TRACK

Similar to the gymnastics centre, and health club, these areas are proposed to be ventilated with mechanical outside air delivered to the space via low level sidewall grilles, and relieved naturally to the outside via high level natural ventilation openings. This will provide mechanical ventilation in compliance with AS1668.2, and assist with heat removal. This option would include no air conditioning to the space. No heating is proposed. Alternatively, if air conditioning were to be considered this would be provided via chilled / heating water AHU’s installed in the level 3 plant room. Spatial provisions have been provided in principle should the council wish to adopt this. Air conditioning the multi-courts will have power implications which will need to be resolved.

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5 APPENDIX A – PRELIMINARY SERVICES BENCHMARKING MATRIX

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RHODES CENTRAL STAGE 2 SERVICES BENCHMARKING MATRIX PROJECT DATE REVISION TRADE

ITEM

Rhodes Central Stage 2, 52-54 Walker Street, Rhodes, NSW, 2138 19/03/2020 16:28 1 MECHANICAL SERVICES

ELEMENT

BILLBERGIA Rhodes Stage 1 System details

no.

RECOMMENDATIONS FOR RHODES STAGE 2 Block E System details

System details

Proposed - Rhodes Stage 2 Considerations and items to be resolved The use of jet fans allows extent of rigid ducting to be reduced, saving on capital cost and duct spatial allowances. This type of solution will require a detailed CFD report to validate ventilation performance, and advice from the fire engineer for system operation in fire mode.

Central exhaust and make up air fans. Jet fans to distribute air 1

Carpark Ventilation

Carpark exhaust discharge at podium level

Central exhaust and make up air fans. Jet fans to distribute air Carpark exhaust discharge at roof level riser to the roof are unducted, instead air is distributed directly into the building shafts.

Carpark air intake at podium level

Central exhaust and make up air fans. Jet fans to distribute air Carpark exhaust discharge at podium level Carpark air intake at podium level

Carpark air intake sidewall at ground level

Discharge at podium level has been proposed to avoid the need to bring the exhaust to roof level. This reduces ducting expenses, spatial allowances in the tower core, and system pressure drop allowing the fan power to be reduced. The discharge location will need to be carefully coordinated such that it is 6m from building openings and property boundaries, no less than 3m above trafficable areas, and will not cause a nuisance to building occupants or neighbours. With regards to Block E, pressurising building shafts with unducted exhaust is not recommended as there is greater risk of leakage into the building. This will not be an issue for stage 2 as the carpark exhausts are not being taken to the roof.

Water cooled condensers have been proposed for this project. This allows the condenser plant spaces on each floor to located internal to the building without exposure to outside air. Water cooled systems require additional infrastructure to operate: cooling towers, heat exchangers, pumps, and condenser water piping.

Apartment Air Conditioning System

Dedicated air conditioning system for each apartment. Generally apartments with 3 or more bedrooms have VRF/VRV heap pump systems. 1 and 2 bedroom apartments have split ducted units. Air cooled condensers are mounted In naturally ventilated plant rooms on floor plates on each level

VRF/VRV air cooled heat recovery common condensers shared between multiple apartments, with branch selector boxes in corridor Air cooled condensers are mounted In naturally ventilated plant rooms on floor plates and on the roof.

Individual condensers allow for more simplified ownership and operation as the operating expenses and ownership for each are attributed to a specific apartment. The condenser water system costs will need to be shared between owners via strata fees. VRF/VRV water cooled individual apartment condensers or shared VRF/VRV heat recovery condensers serving multiple apartments.

Where a common condenser serves multiple apartments proportional billing based on the run time of the individual apartment air conditioning units will be required. This will require additional software, and logistics for building management. Condenser maintenance will likely then be the responsibility of the strata. Where common condensers are employed, the overall system refrigerant charge vs air conditioned room volume needs to be considered; it needs to comply with AS/NZS 5149.1 which limits how much a refrigerant charge a system can have for a given room volume. Typically dedicated indoor fancoil units for each room will not comply as the rooms are too small. This forces systems with common use condensers to have a single ducted unit serving an entire apartment. The Block E installation does not appear to comply with this standard. If there were to be a refrigerant leak in one of the small rooms, there is a risk that the oxygen could be depleted resulting in a life safety issue. It is recommended that this be reviewed.

A single ducted unit is the most cost effective to install. It requires a greater ceiling void height, approx 500, compared to approx 350 for bulkhead units.

Apartment Air Conditioning Indoor Fancoils

apartments with 3 or more bedrooms have concealed bulkhead type units one per room, individual wall mounted fancoil units one per ducted unit serving entire apartment or room others single concealed ducted units serving room dedicated bulkhead units the entire apartment

Dedicated room bulkhead units will offer a superior level of control, with individual temperature control for each room. Also they will be more energy efficient as air conditioning can be switched off for unoccupied rooms. Due to refrigerant charge verses room volume limitations this option is not practical where common condensers are shared between apartments. Wall mounted units are the most cost effective option; these are considered a lower level of finish. Wall mounted units will in most cases need to be retrofitted with a condensate drain pump package which will have aesthetic impacts.

Apartment Air Conditioning Controls

wired wall mounted controllers integrated with apartment central services controller, and with remote access via smart phone application dedicated exhausts per apartment, with sidewall discharge

No details available

similar to stage 1

dedicated exhausts per apartment, with sidewall discharge

exhaust within apartment groups multiple toilets/bathrooms together with the laundry exhaust within apartment groups multiple room toilets/bathrooms together with the laundry similar to stage 1 room low profile plastic ducting and flex ducting low profile plastic ducting and flex ducting provided for exhaust systems, rigid sheet metal ducting also provided for some provided for exhaust systems systems

the mechanical design will need to carefully consider system pressure drop and acoustic performance, sections of rigid duct, and acoustic insulation may be required, pending acoustic engineer advice

Apartment Toilet and Laundry Exhaust

Apartment Toilet Exhaust Rate

25 L/s Toilet only, 50 L/s bathrooms, 40 L/s laundry

25 L/s for bathrooms and laundry

AS1668.2 minimum requirements are: bathroom/toilet 25 L/s, laundry with condensing 50 L/s bathrooms, 40 L/s laundry, inline with design dryer 20 L/s, and laundry with non-condensing dryer 40 L/s. The proposed flows meet these requirements with allowance for a condensing dryer, and extra allowance for brief bathrooms for improved steam and odour removal.

Apartment Range Hood Exhaust

recirculating type

recirculating type, inline with design brief

The ducted option will provide superior ventilation. it will incur additional cost, and spatial implications

Apartment Make Up Air

not provided

not provided, inline with design brief

JHA recommend a make up air louvre to the façade to allow some make up air when apartment exhaust systems are running, but windows are shut. It can be an issue to achieve design exhaust flow rates if the building is well sealed.

where available natural ventilation via operable windows

mechanical ventilation via riser from roof top fan. No air conditioning to be provided. Residential Lift Lobby / Corridor Ventilation / Air Spatial provision at roof level for future Conditioning addition of a packaged unit to condition the outside air

Natural ventilation is not considered an option; there is insufficient external wall space to achieve minimum natural ventilation opening areas.

some locations have been provided with air conditioning and ventilation to the main entry lift mechanical ventilation with sidewall outside lobbies on level 1. Mechanical ventilation with no The proposed is to provide air conditioning in areas where people are most likely to air louvre, and ducting installed in the ceiling air conditioning for all lift lobbies above level 1. congregate on level 1, and unconditioned mechanical ventilation air to lobbies on upper void levels that are likely to be more transient. This will reduce operating and capital cost. no air conditioning has been provided

Residential Tower Stair pressurization System

Base Building services provided to retail tenant 11

Major Building Plant

stair pressurization not provided instead Tower stair pressurization provided with stair Proposed to provide DTS stair pressurization and zone pressurization provided to lift lobbies / pressurization relief air shafts relief corridors

Services to retail tenant:

chilled water, heating water for tenant air conditioning

condenser water for tenant refrigeration plant heat rejection

air cooled chillers, gas fired water heaters, cooling towers

the council areas are to be provided with dedicated condenser water, chilled water, and heating water systems. This will be completely separate from the Billbergia systems which serve the residential and Billbergia retail.

council plant: water cooled chillers, gas fire water heaters, cooling towers Billbergia plant: cooling towers

Stair pressurization is a simpler approach to install and maintain. To economise on spatial allocation the relief air shaft can serve a double purpose for relief air in fire mode, and lobby mechanical ventilation in normal mode.

The proposed is intended to fully decouple the council and Billbergia areas and systems.

DESIGN BRIEF REPORT

RHODES CENTRAL – STAGE 2 34 WALKER STREET , RHODES MIXED USED DEVELOPMENT FIRE SERVICES

DOCUMENT CONTROL SHEET Project Number

200033

Project Name

Rhodes Central, Stage 2 – 34 Walker St, Rhodes

Description

Mixed Use Redevelopment

Key Contact

Diego Montelvere

Prepared By Company

JHA Consulting Engineers Pty. Ltd.

Address

Level 23, 101 Miller Street, North Sydney NSW 2060

Phone

61-2-9437 1000

Brian.phillips@jhaengineers.com.au

Website

www.jhaservices.com

Author

Brian Phillips

Checked

Pras Rajakumar

Authorised

Diego Montelvere

Revision History Issued To Chris Kang/ Thomas Gregg

Revision and Date REV

DATE

11.03.2020

REV DATE REV DATE

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CONTENTS 1

EXECUTIVE SUMMARY

SERVICES

STANDARDS & REGULATIONS

FIRE SERVICES

4.1

INTRODUCTION

4.2

SCOPE OF WORK

4.3

COMBINED FIRE SPRINKLER & HYDRANT SYSTEM

4.4

SPATIAL REQUIREMENTS

4.5

FUTURE PROOFING FOR STAGE 3

4.6

APPENDIX

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EXECUTIVE SUMMARY Return Brief

The brief is a document formalised to provide a reference to agreements between JHA and that of the Client and/or their representatives. JHA in developing the brief will endeavour to provide value added advice, providing suitable solutions to cost benefits and buildability. The brief is designed to achieve a summarised, succinct and coherent written description of the scope of the services to be designed. The document is not designed as a Specification or Bill of Materials. Nor is it intended to provide detail of the equipment selection. The document provides a description of the end outcome services to be provided within the building. It is the intent of this document to represent a sign-off of the project’s fire services to be provided for the client by JHA Consulting Engineers.

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2 SERVICES Systems designed

The systems to be designed for the documentation under the Fire Services banner are: 1. 2. 3. 4.

Assumptions

Fire Services have been based on the following assumptions: 1.

3. Proposed Titling

Combined Fire Hydrant/Sprinkler System Smoke Detection System Emergency Warning and Intercom System (EWIS) Portable Fire Extinguishers

Fire water supplies connection points are part of the plumbing services terminating with a table E flange within the fire booster assembly cupboard for connection by the fire contractor and thus part of the hydraulic consultant’s package. The fire direct brigade alarm & monitoring to the fire monitoring company will be connected via the alarm signalling equipment located at the MFIP system as part of the Electrical consultant’s package Rhodes Central, Stage 2 Services Matrix, Revision P1, dated 3/2/2020

The Fire Services Design Brief has been based on the property consisting of a single Torrens title:

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3 STANDARDS & REGULATIONS Australian Standard

Combined Fire Sprinkler and Fire Hydrant Systems

AS 2118.6 - 2012

Fire Hydrant Systems

AS 2419.1 – 2017 &

(Requires and Alternative Solution to NCC2019)

AS 2118.6 – 2012

Fire Sprinkler Systems

AS 2118.1 – 2017 & AS 2118.6 – 2012

Authorities

Portable Fire Extinguishers

AS 2444 - 2001

Smoke Detection Systems

AS 1670.1 - 2018

Emergency Warning and Intercom Systems (EWIS)

AS 1670.4 - 2018

National Construction Code

2019

Sydney Water, Fire and Rescue New South Wales (FRNSW)

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4 FIRE SERVICES 4.1

INTRODUCTION

4.1.1

BACKGROUND

JHA Consulting Engineers have been engaged to prepare a fire services design brief for the mixed-use residential development at Walker Street, Rhodes. This design brief outlines the extent of the fire services and design requirements required for the project,

4.1.2

SITE

The proposed development site is Stage 2 site located at Walker St, Rhodes. The site has 3 frontages with Gauthorpe St to the north, Walker St to the east and Marquet St to the west. The south side of the site is adjacent to the Stage 3 development site and other buildings which is not part of this Development Application.

4.1.3

DEVELOPMENT PROPOSAL

The development will be a new construction with all existing buildings on the site demolished. Building D will be up to 36 storey development and Building E will be up to 51 storeys. Based on current architectural documents and yield schedules it is noted that: • •

4.1.4

Both buildings will be greater than 50m in effective height Building E will be over 135m in effective height for firefighting operation requirements.

CONNECTION POINT

Preliminary information obtained from Sydney Water indicates that the water supply can be connected from the 250mm water main in Walker Street. The diagram below has been extracted from the Sydney Water Corporation Water Main Map.

Figure 4.1: Proposed Fire Water Main Connection Point

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4.2

SCOPE OF WORK

4.2.1

EXTENT OF SERVICES

Based on the details provided, we understand that the scope of works will involve the following: • • • •

• • •

4.2.2

A 200mm connection will provide the water supply for the fire services within the development (provided by the Hydraulic Contractor). 2 off 200mm combined fire sprinkler and hydrant booster assemblies will be installed for the development. A new combined fire sprinkler & hydrant system is being installed for the development. Fire dual water storage tanks and dual fire booster pumps will be provided at Podium Level as well as the roof of building E as the buildings as this is are over 135m effective height to suit Fire brigade operational requirements, refer further details within this report. A Smoke detection system is being provided for the development. An Emergency warning and intercom system (EWIS) is being provided for the development. Portable fire extinguishers will be provided throughout the development.

CODE COMPLIANCE

The Fire Services design and installation will conform to the latest requirements of: • • •

Fire services to comply with the Building Code of Australia 2019 which is currently in effect. Fire services to comply with all current statutory requirements and guidelines including Council, Water Authority, Fire and Emergency Services Authority and Department of Environmental Protection. Fire Services to comply with current Australian Standards where applicable and particularly the following o An alternative solution would be required to incorporate the latest fire hydrant standard to suit Fire brigade operational requirements, this would need to be provided as a departure to the deemed to satisfy provisions of the BCA: Additional alternative solutions would be expected to be incorporated for this size of project.

System

National Construction Code (NCC) Clause Reference

Combined Fire Sprinkler &

Applicable Australian Standards AS 2118.6-2012

Hydrant Systems Fire Hydrants

Spec E1.3

AS 2419.1-2017 (alt sol) & AS 2118.6-2012

Fire Sprinklers

Spec E1.5

AS 2118.1-2017 & AS 2118.6-2012

Portable Fire Extinguishers

Spec E1.6

AS 2444-2001

Smoke Detection Systems

Spec E2.2

AS 1670.1-2018

Emergency Waring and

Spec E2.2

Intercom Systems (EWIS)

Spec E4.9

AS 1670.4-2018

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4.3

COMBINED FIRE SPRINKLER & HYDRANT SYSTEM

4.3.1

SCOPE OF WORKS

Provision of a combined fire hydrant and fire sprinkler system to AS2419.1 – 2017 based on the dual Ground and Roof level water supplies provisions for over 135m effective height buildings as required for Fire Brigade operational requirements. •

A 200mm connection with the 250mm Water main in Walker Street incorporating backflow prevention will need to be installed to meet the Authority requirements (provided by hydraulic contractor).

•

The combined fire sprinkler & hydrant booster assemblies will meet all current codes and standards, located facing Walker Street.

•

The combined fire sprinkler & hydrant system will be served by a fire services tank and two diesel pumps per the following point. o

Fire dual water storage tanks and dual-purpose fire booster pumps will be provided at Podium Level as well as separate dual fire booster pumps on the roof of building E as the buildings as it is over 135m effective height to suit Fire brigade operational requirements.

Fire hydrant landing valves will be required to be installed for the new building to ensure full coverage can be provided to all parts of the building.

Each floor of the new building will be served with a sprinkler control valve assembly located within the fire stairs. Water supply for the combined sprinkler and hydrant system will be a dual supply as defined in AS 2118.1 - 2017 and comprise a single connection from the water authority town main and a dedicated 220m3 on-site water storage tank at Podium Level and a 50m3 water storage tanks at the building E Roof level. The water supply to the combined sprinkler and hydrant system will be from a 200mm connection to an existing 250mm Authorities water main infrastructure in Walker Street, complete with main isolation valve, backflow prevention device & a combined dual stage sprinkler and hydrant booster assemblies. A 200mm combined sprinkler and hydrant booster with separate low & mid stage booster sets in 2 off cabinet 2700mm x 1500mm x 1500 mm (clear internal dimensions) and will be located adjacent to the Fire Control Room entry on Walker Street. Both water supply sources will be boosted with pump sets located in a Podium level fire pump room and additionally at Building’s E’s roof level water storage tanks. These facilities will be located with access directly from the street via a fire rated egress stair/passage. Fire services booster pumps will distribute water through a fire services ring main and distribute to multiple pressure zones. Pump duties will be determined through calculation of the unfavorable hydraulic case situation. Where the performance of the pumped water supply would result in excessive pressures the system will be equipped with pressure ratio reducing valves. A combined sprinkler and hydrant ring main will feed the entire building. The ring main will serve both hydrants and sprinkler control valve sets. An initial assessment of the water supply has been undertaken by JHA Consulting Engineers. We estimate that the maximum required flow required from the water main is 60 L/sec. The combined water supply for the Podium tanks (break tank) will require the full flow-rate of up to 60 L/sec to maintain water supply to the Podium dual purpose pumps and additional supply to the roof level water storage tanks.

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4.3.2

SCOPE OF WORK – FIRE SPRINKLER SYSTEM (PART OF COMBINED SYSTEM)

An Automatic Fire Sprinkler System will be provided throughout all areas of the building. Protection will be in accordance with the AS 2118.1-2017 requirements. The hazard classification will be Ordinary Hazard 2 for car parking areas, Ordinary Hazard 3 for retail and sports areas and Light Hazard for residential areas. Sprinkler control valve sets will be located in the fire isolated stair and connected directly from the combined hydrant sprinkler ring main. A 50mm fire sprinkler drain will be located adjacent to the combined fire sprinkler & hydrant riser pipe to perform maintenance and drain downs of each floor when required. Isolation valves will be incorporated to ensure the disruption to service that occurs when tests or alterations are required is minimised. Sprinkler heads will be selected to take advantage of the latest fast/quick response and extended coverage technology. Flush concealed sprinklers will be incorporated in Entry Lobbies and semi-recessed sprinklers within sole occupant units.

4.3.3

SCOPE OF WORK – FIRE HYDRANT SYSTEM (PART OF COMBINED SYSTEM)

Fire hydrants will generally be located in fire isolated stairs at each landing level taking connection directly from the combined hydrant sprinkler ring main. Where coverage from positions within stairwell is insufficient to cover an area completely, an additional hydrant will be installed in purpose constructed fire services cupboards in readily accessible locations)

4.3.4

SCOPE OF WORK – SMOKE DETECTION SYSTEM

A smoke detection system will comprise a site wide network controlled by a Main Fire Indicator Panel (MFIP) located within the Fire Control Room (FCR) accessing from Walker Street. The Fire Control Room will house the main site fire detection and EWIS panels and will be the staging point for Fire Brigade operations for buildings D & E. Sub Fire Indicator Panels (SFIP) located within the both building D and building E main lobby areas. This arrangement provides a high level of redundancy and enables central or remote monitoring and control of fire systems. The smoke detection system will interface with mechanical, electrical and security systems to provide signals that initiate operation of the respective hazard management systems e.g. smoke exhaust, BMS, door security. The fire alarm system will interface with wet fire system components to provide monitoring and annunciation functions per the requirements of the relevant respective Australian Standards. The fire alarm system will comprise a non-proprietary analogue addressable smoke detection system. Smoke detectors will be zoned in coordination with the requirements of the mechanical systems zone smoke control arrangements.

4.3.5

SCOPE OF WORK – EMERGENCY WARNING & INTERCOM SYSTEMS (EWIS)

The Emergency Warning and Intercom System (EWIS) will be controlled by a Master Emergency Control Panel (MECP) co-located with the MFIP in the Fire Control Room and secondary SECP located in each building’s main lobby area. EWIS speakers will be provided throughout the building in accordance with AS 1670.4-2018 including throughout residential rooms to provide sound pressure levels and speech intelligibility in accordance with code requirements. Warden Intercommunication Phones (WIPs) will be provided throughout to each alarm zone. Additional visual alarm devices with EWIS horn speakers will be provided in carparks and within plantrooms where speech intelligibility cannot be achieved.

200033 Rhodes Central, Stage 2 - Fire Services Design Brief Report [P1]

10 of 12

4.3.6

SCOPE OF WORK – PORTABLE FIRE EXTINGUISHERS

Provide portable fire extinguishers to satisfy the requirements of the Building Code of Australia, Fire & Rescue NSW and the local authorities. Portable fire extinguishers shall be provided at all fire hose reel cupboards and in allocated recessed cupboards on the hotel room levels. Fire blankets shall be provided in kitchens and mounted in a readily accessible location.

4.4 4.4.1

SPATIAL REQUIREMENTS COMBINED FIRE HYDRANT / FIRE SPRINKLER SERVICE

Fire Booster Assemblies – 2 off 2.7m(Wide) x 1.5m(Depth) x 1.5m (High) located with access from Walker Street. Combined Fire Sprinkler & Hydrant Tanks – Podium Level: 220m3 = 8.0m(Wide) x 8.0m(Length) x 4.0m (High) Roof Level: 50m3 = 5.0m(Wide) x 5.0m(Length) x 2.5m (High) Primary and Secondary Pump Rooms Podium Level – 5.0m(Wide) x 6.0m(Length) x 2.1m (High – internal clearance) Roof Level on building E - 5.0m(Wide) x 6.0m(Length) x 2.1m (High – internal clearance) Fire Sprinkler Control Valve Assemblies within Fire Stair - 1.0m(Wide) x 0.3m(Depth)

4.4.2

DRY FIRE SERVICES

Fire Control Room – 10.5m(Wide) x 2.5m(Depth) x 2.1m (High) located with access from Walker Street Fire Indicator Panel - 1.0m(Wide) x 0.5m(Depth) x 1.9m (High) Fire network cables – 2 x 0.15m x 0.1m cable trays running vertically up the building. Generally in the comms cupboard

4.4.3

PORTABLE FIRE EXTINGUISHERS

Dry Chemical Powder Type - 0.3m(Wide) x 0.3m(Length) x 0.5m (High)

4.5

FUTURE PROOFING FOR STAGE 3

If the Stage 2 and Stage 3 building titles are combined, the fire detection and EWIS systems can be extended from the Fire Control Room in Walker Street, with additional Sub Fire Indicator Panel (SFIP) located within the building C main lobby areas. Provisions of separate combined fire hydrant and sprinkler system water supply can be extended from the 300mm water main in Marquet Street.

200033 Rhodes Central, Stage 2 - Fire Services Design Brief Report [P1]

11 of 12

4.6 4.6.1

APPENDIX SYDNEY WATER PRESSURE INQUIRIES

200033 Rhodes Central, Stage 2 - Fire Services Design Brief Report [P1]

12 of 12

RHODES RECREATION CENTRE - VPA COST PLAN SUMMARY

Description

4/08/2020

Total

EARLY WORKS

$3,785,795.60

RLC BASEMENT SHARED BASEMENT

$7,471,432.30 $1,506,556.07

LEISURE CENTRE Structure & Blockwork Precast Walls and façade Level 1 - Lobby Fitout Level 1 - Childcare Fitout Level 1 - Allied Health Fitout Level 1 - Community Space and Kitchen Level 1 - Café and Kitchen Fitout Level 2 - Lobby Fitout Level 2 - Health Centre

$11,206,094.36 $5,897,923.28 $927,739.00 $811,863.41 $158,770.00 $418,060.00 $259,562.00 $704,101.00 $930,926.00

Level 2 - Sports Hall

$614,002.00

Level 2 - Gymnastics Centre

$325,192.00

Level 2 - Occocasional Care (Creche)

$274,770.00

Level 2 - Allied Health Level 2 - Café Mezzanine Fitout

$203,100.00 $50,514.00 $601,375.00

SERVICES Hydraulics Electrical Fire Services Mechanical Vertical

$1,207,820.00 $3,745,155.25 $712,723.50 $3,707,220.00 $645,750.00

SHARED LEISURE CENTRE PROVISIONAL SUMS EXTERNAL WORKS EXTERNAL SERVICES CONSULTANT FEES DA LODGEMENT/AUTHORITY FEES PRELIMINARIES/OVERHEADS/MARGIN EXTENSION OF SLAB FOR EGRESS ACCESS - 4 Aug 2020 GRAND TOTAL (EXCL GST)

$2,064,912.08 $4,095,000.00 $222,500.00 $475,000.00 $3,100,839.00 $241,544.32 $11,134,900.00 $252,130.77 $67,753,270.93

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/08/2020

Description

Quantity Unit

Rate

Markup

Total

1.00 Item 1.00 Item

$0.00 $0.00

-100.00% -100.00%

NA NA

424.00 m3

$0.00 $0.00 $0.00 $0.00 $0.00 $45.00

0.00% 0.00% 0.00% 0.00% 0.00% -78.04%

INCL INCL INCL INCL INCL $4,189.97

1,933.00 m3

$45.00

-78.04%

$19,101.91

28,543.74 m3 22,056.52 m3

$70.00 $70.00

-40.00% -10.00%

$1,198,836.88 $1,389,560.93

396.00 19.07 87.02 354.18 373.10

m3 m3 m3 m3 m3

$150.00 $150.00 $150.00 $250.00 $250.00

-78.04% -78.04% -78.04% -82.89% -88.73%

$13,044.24 $628.31 $2,866.56 $15,150.02 $10,512.22

Item No No No No No No

$2,500.00 $750.00 $800.00 $1,350.00 $1,450.00 $1,600.00 $1,500.00

-69.55% -69.55% -69.55% -69.55% -69.55% -69.55% -69.55%

$1,522.50 $15,301.13 $30,693.60 $11,510.10 $27,816.08 $195,854.40 $52,069.50

$60.00 $0.00

-69.55% 0.00%

$14,616.00 $0.00

$20,000.00 $226.08 $0.00

-69.55% -69.55% -69.55%

$6,090.00 $163,498.23 INCL

EARLY WORKS DEMOLITION & SITE CLEARANCE 1/1A 1/1B

1.4a) 1.4a)

Allowance for Demolition Allowance Substation Removal

1/1C 1/1D 1/1E 1/1F 1/1G 1/1H

1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

1/1J

1.4a)

1/1K 1/1L

1.4a) 1.4a)

1/1M 1/1N 1/1P 1/1Q 1/1R

1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

Bulk Excavation Mobilisation/Demobilsation Street Sweeper & Dust Control Measures Dewatering Managment Noise & Vibration Monitoring Cranage for all machinery and equipment Excavation of Perimeter Planter beds down to average base line of 10.5 RL (Walker, Gauthorpe & Marquet Street) [Area: 1266] Excavation from footprint of existing building slab down to average 10.5RL [Area: 5222] Bulk Excavation from Level 10.5 RL down to B01 6.1RL [Area: 6488] Excavation from Level 6.1 RL down to B02 2.7RL [Area: 6488] Detail Excavation Excavation of Footings Pad Footing, PF1,2,3,4,5,6 Strip Footing - SF1 Undefined Pad Footing Lift Core Base - Tower D Lift Core Base - Tower E

1/1S 1/2A 1/2B 1/2C 1/2D 1/2E 1/2F

1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

Anchoring Mobilisation / Demobilisation Supply and Install 3 strand anchors Supply and Install 4 strand anchors Supply and Install 5 strand anchors Supply and Install 6 strand anchors Supply and Install 7 strand anchors Allowance for additional anchors required by site conditions and engineer review

2.00 67.00 126.00 28.00 63.00 402.00 114.00

1/2G 1/2H

1.4a) 1.4a)

Patching of all anchor holes after destressing Vertical areas for from L1 to B2 = 2323m2 out of 6388m2

800.00 No Note

BULK EXCAVATION

ANCHORS

PILING 1/2J 1/2K 1/2L

1.4a) 1.4a) 1.4a)

1/2M 1/2N 1/2P 1/2Q 1/2R

1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

Establishment/Demobilsation Boring of 600mm dia. Pile down to 23.5m deep average Grout inject concrete slurry mix into 600mm dia. Pile - 40MPA Concrete Supply/sundries/wastage 600mm dia. Pile - Supply & Install reinforcement Cage Load,cart and dispoal of Pile material Trim Top of Piles to required RL Create Piling Platform Vertical areas for from L1 to B2 = 2323m2 out of 6388m2

1/2S 1/2T 1/3A 1/3B 1/3C 1/3D

1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

150-180mm thick /32MPA Shotcrete Wall including mesh with sponge finish down to B6 Shotcrete Mobilisation / Demobilisation 150-180mm thick /32MPA Shotcrete Wall Supply of Bar Reinforcement (50kg/m3) Mesh Reinforcement Trim between shoring piles to required depth Strip drain behind wall

1/3E 1/3F 1/3G 1/3H 1/3J

1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

Blinding Layer 700-1200 x 700mm 40 MPa Concrete Supply including placement Supply Bar Reinforcement (180kg/m3) Fixing of Bar reinforcement (180kg/m3) Formwork face to exposed sides of capping beam

1.00 Item 2,375.00 m 672.00 m3 120.96 672.00 125.00 1.00

t m3 No Item Note

$2,500.00 $95.00 $350.00 $160,000.00 $0.00

-69.55% -69.55% -69.55% -69.55% 0.00%

$92,080.80 $19,439.28 $13,321.88 $48,720.00 $0.00

1.00 1,150.00 57.50 6,388.00 6,388.00 2,374.00

Item m3 t m2 m2 m

$25,000.00 $450.00 $2,370.00 $25.00 $35.00 $85.00

-69.55% -69.55% -69.55% -69.55% -69.55% -69.55%

$7,612.50 $157,578.75 $41,495.74 $48,628.65 $68,080.11 $61,445.06

1.00 174.00 31.32 31.32 589.90

Item m3 t t m2

$25,000.00 $450.00 $1,410.00 $960.00 $120.00

-78.04% -78.04% -78.04% -78.04% -78.04%

$5,490.00 $17,194.68 $9,697.80 $6,602.76 $15,545.04

SHOTCRETE

CAPPING BEAM

TOTAL (EXCL GST)

$3,785,795.60

RLC BASEMENT RLC CONCRETE WORKS (WHITE ZONES)

2/1A 2/1B 2/1C

1.4a) 1.4a) 1.4a)

2/1D 2/1E

1.4a) 1.4a)

2/1F

1.4a)

2/1G 2/1H 2/1J

1.4a) 1.4a) 1.4a)

2/1K 2/1L 2/1M

1.4a) 1.4a) 1.4a)

2/1N 2/2A 2/2B

1.4a) 1.4a) 1.4a)

Billbergia

Vertical Structure Basement Level 6 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 84] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 84] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 7] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 7] Face Formwork to Columns [Number of: 7] Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 80] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Length: 80] Face Formwork to Walls [Length: 80] Basement Level 5 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns

2 of 36

151.00 m3 26.43 t 769.00 m2

$460.00 $2,370.00 $135.00

-58.00% -58.00% -58.00%

$29,173.20 $26,303.45 $43,602.30

18.00 m3 3.15 t

$460.00 $2,370.00

-58.00% -58.00%

$3,477.60 $3,135.51

66.00 m2

$325.00

-58.00%

$9,009.00

33.00 m3 5.78 t 220.00 m2

$0.00 $0.00 $0.00

-58.00% -58.00% -58.00%

EXCL EXCL EXCL

151.00 m3 26.43 t 769.00 m2

$460.00 $2,370.00 $135.00

-58.00% -58.00% -58.00%

$29,173.20 $26,303.45 $43,602.30

18.00 m3 3.15 t 66.00 m2

$460.00 $2,370.00 $325.00

-58.00% -58.00% -58.00%

$3,477.60 $3,135.51 $9,009.00

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

2/2C 2/2D 2/2E

1.4a) 1.4a) 1.4a)

2/2F 2/2G 2/2H

1.4a) 1.4a) 1.4a)

2/2J 2/2K 2/2L

1.4a) 1.4a) 1.4a)

2/2M 2/2N 2/2P

1.4a) 1.4a) 1.4a)

2/3A 2/3B 2/3C

1.4a) 1.4a) 1.4a)

2/3D 2/3E 2/3F

1.4a) 1.4a) 1.4a)

2/3G 2/3H 2/3J

1.4a) 1.4a) 1.4a)

2/3K 2/3L 2/3M

1.4a) 1.4a) 1.4a)

2/3N 2/3P 2/4A

1.4a) 1.4a) 1.4a)

2/4B 2/4C 2/4D

1.4a) 1.4a) 1.4a)

2/4E 2/4F

1.4a) 1.4a)

2/4G

1.4a)

2/4H 2/4J 2/4K

1.4a) 1.4a) 1.4a)

2/4L 2/4M 2/4N

1.4a) 1.4a) 1.4a)

2/5A 2/5B

1.4a) 1.4a)

2/5C 2/5D 2/5E 2/5F 2/5G 2/5H 2/5J 2/5K

1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

2/5L 2/5M 2/5N

1.4a) 1.4a) 1.4a)

2/5P 2/5Q 2/6A 2/6B 2/6C 2/6D 2/6E 2/6F

1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

4/08/2020

Description

Quantity Unit

Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Basement Level 4 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Basement Level 3 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 146] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 146] Basement Level 2 (3150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 84] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 84] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 7] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 7] Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 146] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 146] Basement Level 1 (5150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 49] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 49] Face Formwork to Columns [Number of: 49] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5] Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 109] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 109] Horizontal Structure Basement 2 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply) Supply & Install of Bar Reinforcement (60kg/m3) Supply & Install of Bar Reinforcement (150kg/m3) in beams D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Edge formwork to perimeter Vertical face formwork for slab thickenings 251-650mm high Movement Joints - TMJ/PMJ Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser Basement 1 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Movement Joints - TMJ/PMJ

Rate

Markup

Total

33.00 m3 5.78 t 220.00 m2

$0.00 $0.00 $0.00

-58.00% -58.00% -58.00%

EXCL EXCL EXCL

151.00 m3 26.43 t 769.00 m2

$460.00 $2,370.00 $135.00

-58.00% -58.00% -58.00%

$29,173.20 $26,303.45 $43,602.30

18.00 m3 3.15 t 66.00 m2

$460.00 $2,370.00 $325.00

-58.00% -58.00% -58.00%

$3,477.60 $3,135.51 $9,009.00

33.00 m3 5.78 t 220.00 m2

$0.00 $0.00 $0.00

-58.00% -58.00% -58.00%

EXCL EXCL EXCL

151.00 m3 26.43 t 769.00 m2

$460.00 $2,370.00 $135.00

-58.00% -58.00% -58.00%

$29,173.20 $26,303.45 $43,602.30

18.00 m3 3.15 t 66.00 m2

$460.00 $2,370.00 $325.00

-58.00% -58.00% -58.00%

$3,477.60 $3,135.51 $9,009.00

50.00 m3 8.75 t 401.00 m2

$0.00 $0.00 $0.00

-58.00% -58.00% -58.00%

EXCL EXCL EXCL

173.00 m3 30.28 t 881.00 m2

$460.00 $2,370.00 $135.00

-50.00% -50.00% -50.00%

$39,790.00 $35,875.88 $59,467.50

21.00 m3 3.68 t 75.00 m2

$460.00 $2,370.00 $325.00

-50.00% -50.00% -50.00%

$4,830.00 $4,354.88 $12,187.50

72.00 m3 12.60 t 460.00 m2

$0.00 $0.00 $0.00

-50.00% -50.00% -50.00%

EXCL EXCL EXCL

169.00 m3 29.58 t

$460.00 $2,370.00

-50.00% -50.00%

$38,870.00 $35,046.38

853.00 m2

$180.00

-50.00%

$76,770.00

26.00 m3 4.55 t 92.00 m2

$460.00 $2,370.00 $325.00

-50.00% -50.00% -50.00%

$5,980.00 $5,391.75 $14,950.00

76.00 m3 13.30 t 558.00 m2

$460.00 $2,370.00 $180.00

-50.00% -50.00% -50.00%

$17,480.00 $15,760.50 $50,220.00

$380.00 $380.00

0.00% 0.00%

$553,280.00 $31,920.00

t t t m2 m m2 m m2

$2,370.00 $2,370.00 $6,650.00 $130.00 $55.00 $130.00 $260.00 $5.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$207,043.20 $29,862.00 $231,021.00 $752,570.00 $18,755.00 $76,115.00 $57,980.00 $28,945.00

7.00 m3 1.23 t 18.00 m2

$380.00 $2,370.00 $150.00

0.00% 0.00% 0.00%

$2,660.00 $2,903.25 $2,700.00

$380.00 $2,370.00 $6,550.00 $130.00 $185.00 $140.00 $5.00 $260.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$396,720.00 $148,456.80 $139,711.50 $462,150.00 $657,675.00 $42,963.20 $17,775.00 $38,480.00

1,456.00 m3 84.00 m3 87.36 12.60 34.74 5,789.00 341.00 585.50 223.00 5,789.00

1,044.00 62.64 21.33 3,555.00 3,555.00 306.88 3,555.00 148.00

m3 t t m2 m2 m2 m2 m

RLC CONCRETE WORKS (GREEN ZONES) Vertical Structure Basement Level 6 (2750mm high) Circular Columns

Billbergia

3 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN

4/08/2020

Bill Ref.

PPR Ref:

Rate

Markup

Total

2/6G 2/6H

1.4a) 1.4a)

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 6]

Description

Quantity Unit 9.00 m3 1.58 t

$460.00 $2,370.00

0.00% 0.00%

$4,140.00 $3,732.75

2/6J

1.4a)

42.00 m2

$325.00

0.00%

$13,650.00

2/6K 2/6L

1.4a) 1.4a)

Face Formwork to Columns [Number of: 6] Basement Level 5 (2750mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 6]

9.00 m3 1.58 t

$460.00 $2,370.00

0.00% 0.00%

$4,140.00 $3,732.75

2/6M

1.4a)

42.00 m2

$325.00

0.00%

$13,650.00

2/6N 2/7A

1.4a) 1.4a)

Face Formwork to Columns [Number of: 6] Basement Level 4 (2750mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 6]

9.00 m3 1.58 t

$460.00 $2,370.00

0.00% 0.00%

$4,140.00 $3,732.75

2/7B

1.4a)

42.00 m2

$325.00

0.00%

$13,650.00

2/7C 2/7D

1.4a) 1.4a)

Face Formwork to Columns [Number of: 6] Basement Level 3 (2750mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 6]

9.00 m3 1.58 t

$460.00 $2,370.00

0.00% 0.00%

$4,140.00 $3,732.75

2/7E

1.4a)

42.00 m2

$325.00

0.00%

$13,650.00

2/7F 2/7G 2/7H

1.4a) 1.4a) 1.4a)

10.00 m3 1.75 t 49.00 m2

$460.00 $2,370.00 $325.00

0.00% 0.00% 0.00%

$4,600.00 $4,147.50 $15,925.00

2/7J 2/7K 2/7L

1.4a) 1.4a) 1.4a)

Face Formwork to Columns [Number of: 6] Basement Level 2 (3150mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 6] Basement Level 1 (5150mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5]

15.00 m3 2.63 t 70.00 m2

$460.00 $2,370.00 $325.00

0.00% 0.00% 0.00%

$6,900.00 $6,221.25 $22,750.00

1.4l) 1.4l) 1.4l)

190mm corefilled blockwork wall (1m high corefill) Basement 2 Basement 1 Allowance for wall sitffeners

512.00 m2 805.00 m2 1,317.00 m2

$230.00 $280.00 $50.00

0.00% 0.00% 0.00%

$117,760.00 $225,400.00 $65,850.00

17.00 m2

$45.00

0.00%

$765.00

25.00 m2

$60.00

0.00%

$1,500.00

5.00 No 7.00 No

$1,550.00 $1,550.00

0.00% 0.00%

$7,750.00 $10,850.00

2.00 No

$1,950.00

0.00%

$3,900.00

5,789.00 m2 3,555.00 m2

$11.00 $11.00

0.00% 0.00%

$63,679.00 $39,105.00

154.00 m2

$55.00

0.00%

$8,470.00

114.00 each 35.00 each

$0.00 $0.00

0.00% 0.00%

INCL INCL

15.00 each 10.00 each

$0.00 $0.00

0.00% 0.00%

INCL INCL

4.00 each

$0.00

0.00%

INCL

$120.00 $120.00

0.00% 0.00%

$13,680.00 $4,200.00

4.00 each

$1,500.00

0.00%

$6,000.00

20.00 each 20.00 each

$1,000.00 $1,000.00

0.00% 0.00%

$20,000.00 $20,000.00

1.00 Item

$10,000.00

0.00%

$10,000.00

$0.00 $0.00

0.00% 0.00%

INCL INCL

$8,000.00 $8,000.00 $3,400.00

0.00% 0.00% 0.00%

$8,000.00 $8,000.00 $3,400.00

$17.25 $17.25

0.00% 0.00%

$99,860.25 $61,323.75

MASONRY 2/7M 2/7N 2/8A

WATERPROOFING 2/8B

1.4s)

2/8C

1.4k)

Waterproofing membrane to: Grease Arrestor Room Allowance for waterproofing to hobs in basement Basement 1

DOORS/FRAMES& HARDWARE

2/8D 2/8E

1.4n) 1.4n)

2/8F

1.4n)

Supply and install timber Single Leaf solid core doors unit including frame/hardware Basement 2 Basement 1 Supply and install timber Double Leaf solid core doors unit including frame/hardware Basement 1

SEALERS 2/8G 2/8H

1.4k) 1.4k)

2/8J

1.4k)

Clean and seal basement carpark surface Basement 2 Basement 1 Epoxy Flooring to Garbage room areas Basement 1

FLOOR MARKING 2/8K 2/8L

1.4k) 1.4k)

2/9A 2/9B

1.4k) 1.4k)

2/9C

1.4k)

Carpark Bay Linemarking Basement 2 Basement 1 Carpark Pictograms Basement 2 Basement 1 Carpark Shared Zone Finishes Basement 1

FITMENTS Carpark Bay Wheelstops Basement 2 Basement 1 Bike Racks Bike rack with ring loops set Bollards to shared zone spaces Basement 2 Basement 1 Metalworks Allowance for misc metalworks such as column guards, crash barriers, pipe guards

2/9D 2/9E

1.4k) 1.4k)

2/9F

1.4o

2/9G 2/9H

1.4o 1.4o

2/9J

1.4p

2/9K 2/9L

1.4k) 1.4k)

2/9M 2/9N 2/9P

1.4r) 1.4r) 1.4r)

Movement Joints Basement 2 Basement 1 Signage Statutory Signage Wayfinding Signage Door Signs

1.4f) 1.4f)

HYDRAULIC SERVICES Allowance for Hydraulic Services to Basements Basement 2 Basement 1

114.00 each 35.00 each

Item Item 1.00 Item 1.00 Item 1.00 Item

SERVICES

2/10A 2/10B

Billbergia

5,789.00 m2 3,555.00 m2

4 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

2/10C

1.4s)

2/10D 2/10E

1.4g) 1.4g)

2/10F 2/10G

1.4d) 1.4d)

2/10H 2/10J

1.4g) 1.4g)

2/10K 2/10L

1.4f) 1.4f)

Grease Arrestor Tanks ELECTRICAL SERVICES Allowance for Electrical Services & Comms to Basements Basement 2 Basement 1 MECHANICAL SERVICES Basement 2 Basement 1 DRY FIRE SERVICES Dry Fire Services to Basements with EWIS Basement 2 Basement 1 WET FIRE SERVICES Basement 2 Basement 1

2/10M

1.4b)

Allowance for bins

4/08/2020

Description

Quantity Unit

Rate

Markup

Total

$2,500.00

0.00%

$10,000.00

5,789.00 m2 3,555.00 m2

$46.00 $46.00

0.00% 0.00%

$266,294.00 $163,530.00

5,789.00 m2 3,555.00 m2

$57.50 $57.50

0.00% 0.00%

$332,867.50 $204,412.50

5,789.00 m2 3,555.00 m2

$17.25 $17.25

0.00% 0.00%

$99,860.25 $61,323.75

5,789.00 m2 3,555.00 m2

$51.75 $51.75

0.00% 0.00%

$299,580.75 $183,971.25

1.00 Item

$5,000.00

0.00%

$5,000.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00

$7,500.00 $7,000.00 $0.00 $2,000.00 $8,000.00 $45,000.00 $46,000.00 $7,500.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$7,500.00 $7,000.00 INCL $2,000.00 $8,000.00 $45,000.00 $46,000.00 $7,500.00 N/A

4.00 No

WASTE BINS ADDITIONAL PPR ITEMS 2/10N 2/10P 2/10Q 2/11A 2/11B 2/11C 2/11D 2/11E 2/11F

1.4b) 1.4d) 1.4e) 1.4g) 1.4k) 1.4l) 1.4l) 1.4l) N/A

IT Systems to suit council A/C to dock manager office 3 x D GPO (Dock manager) Downlighting to lift lobby Lift lobby - tiling in front of lifts Lift lobby - Render & paint to lift core walls Lift lobby - All columns to be painted full height Lift lobby - suspended plasterboard ceiling Motorised roller shutter approx. 7.6 x 5.2m high between Turn Table & RCC Delivery

Item Item Item Item Item Item Item Item Item

TOTAL (EXCL GST)

$7,471,432.30

SHARED BASEMENT SHARED BASEMENT RLC CONCRETE WORKS (YELLOW ZONES)

3/1A 3/1B 3/1C

1.4a) 1.4a) 1.4a)

3/1D 3/1E 3/1F

1.4a) 1.4a) 1.4a)

3/1G 3/1H 3/1J

1.4a) 1.4a) 1.4a)

3/1K 3/1L 3/1M 3/1N 3/2A 3/2B

1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

3/2C 3/2D 3/2E

1.4a) 1.4a) 1.4a)

3/2F 3/2G 3/2H 3/2J 3/2K 3/2L 3/2M 3/2N

1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a) 1.4a)

3/2P 3/2Q 3/3A

1.4a) 1.4a) 1.4a)

Vertical Structure Basement Level 1 (5150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 29] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 29] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 32] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 32] Horizontal Structure Basement 2 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser Basement 1 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Movement Joints - TMJ/PMJ Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser

104.00 m3 18.20 t 513.00 m2

$460.00 $2,370.00 $150.00

-78.00% -78.00% -78.00%

$10,524.80 $9,489.48 $16,929.00

$0.00 $0.00 $0.00

-78.00% -78.00% -78.00%

EXCL EXCL EXCL

17.00 m3 2.98 t 164.00 m2

$460.00 $2,370.00 $150.00

-78.00% -78.00% -78.00%

$1,720.40 $1,551.17 $5,412.00

56.00 3.36 1.33 222.00 22.20 222.00

m3 t t m2 m2 m2

$380.00 $2,370.00 $6,550.00 $130.00 $140.00 $5.00

-78.04% -78.04% -78.04% -78.04% -78.04% -78.04%

$4,673.09 $1,748.72 $1,915.92 $6,337.66 $682.52 $243.76

21.00 m3 3.68 t 58.00 m2

$380.00 $2,370.00 $150.00

-78.04% -78.04% -78.04%

$1,752.41 $1,912.66 $1,910.52

m3 t t m2 m2 m2 m m2

$380.00 $2,370.00 $6,650.00 $130.00 $185.00 $150.00 $260.00 $5.00

-78.04% -78.04% -78.04% -78.04% -78.04% -78.04% -78.04% -78.04%

$45,979.85 $17,206.14 $15,053.18 $49,045.46 $69,795.47 $4,527.27 $4,201.69 $1,886.36

21.00 m3 3.68 t 58.00 m2

$380.00 $2,370.00 $150.00

-78.04% -78.04% -78.04%

$1,752.41 $1,912.66 $1,910.52

32.00 m3 5.60 t 131.00 m2

$460.00 $2,370.00 $135.00

-82.89% -82.89% -82.89%

$2,518.59 $2,270.84 $3,025.90

24.00 m3 4.20 t 70.00 m2

$460.00 $2,370.00 $325.00

-82.90% -82.90% -82.90%

$1,887.84 $1,702.13 $3,890.25

15.00 m3 3.30 t

$460.00 $2,370.00

-82.90% -82.90%

$1,179.90 $1,337.39

m3 t m2

551.00 33.06 10.31 1,718.00 1,718.00 137.44 73.59 1,718.00

SHARED BASEMENT WITH TOWER D CONCRETE WORKS (BLUE ZONE)

3/3B 3/3C 3/3D

1.4a) 1.4a) 1.4a)

3/3E 3/3F 3/3G

1.4a) 1.4a) 1.4a)

3/3H 3/3J

1.4a) 1.4a)

Billbergia

Vertical Structure Basement Level 6 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3)

5 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

3/3K

1.4a)

3/3L 3/3M 3/4A

1.4a) 1.4a) 1.4a)

3/4B 3/4C 3/4D

1.4a) 1.4a) 1.4a)

3/4E 3/4F 3/4G

1.4a) 1.4a) 1.4a)

3/4H 3/4J 3/4K

1.4a) 1.4a) 1.4a)

3/4L 3/4M 3/4N

1.4a) 1.4a) 1.4a)

3/5A 3/5B 3/5C

1.4a) 1.4a) 1.4a)

3/5D 3/5E 3/5F

1.4a) 1.4a) 1.4a)

3/5G 3/5H 3/5J

1.4a) 1.4a) 1.4a)

3/5K 3/5L 3/5M

1.4a) 1.4a) 1.4a)

3/5N 3/6A 3/6B

1.4a) 1.4a) 1.4a)

3/6C 3/6D 3/6E

1.4a) 1.4a) 1.4a)

3/6F 3/6G 3/6H

1.4a) 1.4a) 1.4a)

3/6J 3/6K 3/6L

1.4a) 1.4a) 1.4a)

3/6M 3/6N 3/6P

1.4a) 1.4a) 1.4a)

3/7A 3/7B 3/7C

1.4a) 1.4a) 1.4a)

3/7D 3/7E 3/7F

1.4a) 1.4a) 1.4a)

3/7G 3/7H 3/7J

1.4a) 1.4a) 1.4a)

3/7K 3/7L 3/7M

1.4a) 1.4a) 1.4a)

3/7N 3/7P 3/8A

1.4a) 1.4a) 1.4a)

3/8B 3/8C 3/8D

1.4a) 1.4a) 1.4a)

3/8E 3/8F

1.4a) 1.4a)

Billbergia

4/08/2020

Description

Quantity Unit

Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 5 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 4 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 3 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 220kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 2 (3150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 1 (5150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3)

6 of 36

Rate

Markup

Total

102.00 m2

$135.00

-82.90%

$2,354.67

70.00 m3 15.75 t 462.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$5,506.20 $6,383.00 $10,665.27

32.00 m3 5.60 t 131.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$2,517.12 $2,269.51 $3,024.14

24.00 m3 4.20 t 70.00 m2

$460.00 $2,370.00 $325.00

-82.90% -82.90% -82.90%

$1,887.84 $1,702.13 $3,890.25

15.00 m3 2.63 t 102.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$1,179.90 $1,063.83 $2,354.67

70.00 m3 15.75 t 462.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$5,506.20 $6,383.00 $10,665.27

32.00 m3 5.60 t 131.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$2,517.12 $2,269.51 $3,024.14

24.00 m3 4.20 t 70.00 m2

$460.00 $2,370.00 $325.00

-82.90% -82.90% -82.90%

$1,887.84 $1,702.13 $3,890.25

15.00 m3 2.63 t 102.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$1,179.90 $1,063.83 $2,354.67

70.00 m3 15.75 t 462.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$5,506.20 $6,383.00 $10,665.27

32.00 m3 5.60 t 131.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$2,517.12 $2,269.51 $3,024.14

24.00 m3 4.20 t 70.00 m2

$460.00 $2,370.00 $325.00

-82.90% -82.90% -82.90%

$1,887.84 $1,702.13 $3,890.25

15.00 m3 2.63 t 102.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$1,179.90 $1,063.83 $2,354.67

70.00 m3 15.75 t 462.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$5,506.20 $6,383.00 $10,665.27

39.00 m3 6.83 t 154.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$3,067.74 $2,765.97 $3,555.09

26.00 m3 4.55 t 78.00 m2

$460.00 $2,370.00 $325.00

-82.90% -82.90% -82.90%

$2,045.16 $1,843.98 $4,334.85

17.00 m3 2.98 t 116.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$1,337.22 $1,205.68 $2,677.86

80.00 m3 18.00 t 530.00 m2

$460.00 $2,370.00 $135.00

-82.90% -82.90% -82.90%

$6,292.80 $7,294.86 $12,235.05

59.00 m3 10.33 t 244.00 m2

$460.00 $2,370.00 $180.00

-82.90% -82.90% -82.90%

$4,640.94 $4,184.41 $7,510.32

41.00 m3 7.18 t 131.00 m2

$460.00 $2,370.00 $325.00

-82.90% -82.90% -82.90%

$3,225.06 $2,907.81 $7,280.33

12.00 m3 2.10 t 72.00 m2

$460.00 $2,370.00 $180.00

-82.90% -82.90% -82.90%

$943.92 $851.07 $2,216.16

130.00 m3 29.25 t

$460.00 $2,370.00

-82.90% -82.90%

$10,225.80 $11,854.15

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

3/8G

1.4a)

4/08/2020

Description

Quantity Unit

Face Formwork to both faces of Lift Walls

Rate

Markup

Total

$180.00

-82.90%

$26,655.48

$0.00 $0.00 $0.00

-88.73% -88.73% -88.73%

NA NA NA

78.00 m3 19.50 t 212.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$4,043.68 $5,208.43 $7,765.03

117.00 m3 23.40 t 625.00 m2

$460.00 $2,370.00 $135.00

-88.73% -88.73% -88.73%

$6,065.51 $6,250.12 $9,509.06

$0.00 $0.00 $0.00

-88.73% -88.73% -88.73%

NA NA NA

78.00 m3 19.50 t 212.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$4,043.68 $5,208.43 $7,765.03

117.00 m3 23.40 t 625.00 m2

$460.00 $2,370.00 $135.00

-88.73% -88.73% -88.73%

$6,065.51 $6,250.12 $9,509.06

$0.00 $0.00 $0.00

-88.73% -88.73% -88.73%

NA NA NA

78.00 m3 19.50 t 212.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$4,043.68 $5,208.43 $7,765.03

117.00 m3 23.40 t 625.00 m2

$460.00 $2,370.00 $135.00

-88.73% -88.73% -88.73%

$6,065.51 $6,250.12 $9,509.06

$0.00 $0.00 $0.00

-88.73% -88.73% -88.73%

NA NA NA

78.00 m3 19.50 t 212.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$4,043.68 $5,208.43 $7,765.03

117.00 m3 23.40 t 625.00 m2

$460.00 $2,370.00 $135.00

-88.73% -88.73% -88.73%

$6,065.51 $6,250.12 $9,509.06

$0.00 $0.00 $0.00

-88.73% -88.73% -88.73%

NA NA NA

88.00 m3 22.00 t 232.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$4,562.10 $5,876.18 $8,497.58

134.00 m3 26.80 t 715.00 m2

$460.00 $2,370.00 $135.00

-88.73% -88.73% -88.73%

$6,946.83 $7,158.25 $10,878.37

133.00 m3 33.25 t 386.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$6,894.99 $8,881.04 $14,138.22

23.00 m3 5.75 t 134.00 m2

$460.00 $2,370.00 $180.00

-88.73% -88.73% -88.73%

$1,192.37 $1,535.82 $2,718.32

218.00 m3 43.60 t 1,169.00 m2

$460.00 $2,370.00 $180.00

-88.73% -88.73% -88.73%

$11,301.56 $11,645.52 $23,714.33

528.00 m2 2,201.00 m2

$185.00 $230.00

-50.00% -50.00%

$48,840.00 $253,115.00

11.10 m2

$60.00

-50.00%

$333.00

866.00 m2

SHARED BASEMENT WITH TOWER E CONCRETE WORKS (ORANGE ZONE)

3/8H 3/8J 3/8K

1.4a) 1.4a) 1.4a)

3/8L 3/8M 3/8N

1.4a) 1.4a) 1.4a)

3/9A 3/9B 3/9C

1.4a) 1.4a) 1.4a)

3/9D 3/9E 3/9F

1.4a) 1.4a) 1.4a)

3/9G 3/9H 3/9J

1.4a) 1.4a) 1.4a)

3/9K 3/9L 3/9M

1.4a) 1.4a) 1.4a)

3/9N 3/10A 3/10B

1.4a) 1.4a) 1.4a)

3/10C 3/10D 3/10E

1.4a) 1.4a) 1.4a)

3/10F 3/10G 3/10H

1.4a) 1.4a) 1.4a)

3/10J 3/10K 3/10L

1.4a) 1.4a) 1.4a)

3/10M 3/10N 3/10P

1.4a) 1.4a) 1.4a)

3/11A 3/11B 3/11C

1.4a) 1.4a) 1.4a)

3/11D 3/11E 3/11F

1.4a) 1.4a) 1.4a)

3/11G 3/11H 3/11J

1.4a) 1.4a) 1.4a)

3/11K 3/11L 3/11M

1.4a) 1.4a) 1.4a)

3/11N 3/12A 3/12B

1.4a) 1.4a) 1.4a)

3/12C 3/12D 3/12E

1.4a) 1.4a) 1.4a)

3/12F 3/12G 3/12H

1.4a) 1.4a) 1.4a)

Vertical Structure Basement Level 6 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 5 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 4 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 3 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 2 (3150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 1 (5150mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls

1.4l) 1.4l)

190mm corefilled blockwork wall - 1m high corefill Basement 2 [Length: 168] Basement 1 [Length: 428]

m3 t m2

MASONRY 3/12J 3/12K

WATERPROOFING 3/12L

Billbergia

1.4k)

Allowance for waterproofing to hobs in basement - Assume 5% of Area Basement 2

7 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN

4/08/2020

Bill Ref.

PPR Ref:

3/12M

1.4k)

Basement 1

Description

Quantity Unit

3/12N

N/A

3/13A

1.4n)

3/13B

1.4n)

Allowance for motorised roller shutter approx. 10.1 x 5.2mm high between Turn Table & Drive-In ($400/m2 allowed) Allowance for motorised roller shutter approx. 7.6 x 5.2mm high between Turn Table & RCC Delivery ($400/m2 allowed) Allowance for motorised roller shutter approx. 12.1 x 5.2mm high between Turn Table & Drive-In ($400/m2 allowed)

Rate

Markup

Total

85.90 m2

$60.00

-50.00%

$2,577.00

0.00 No

$0.00

-50.00%

N/A

1.00 No

$17,000.00

0.00%

$17,000.00

1.00 No

$27,000.00

-50.00%

$13,500.00

3.00 No 1.00 No

$2,300.00 $1,550.00

-50.00% -50.00%

$3,450.00 $775.00

$11.00 $11.00

-50.00% -50.00%

$1,221.00 $9,449.00

$0.00

-50.00%

INCL

each each

$0.00 $0.00

-50.00% -50.00%

INCL INCL

each each

$0.00 $0.00

-50.00% -50.00%

INCL INCL

each

$0.00

-50.00%

INCL

1.00 Item 1.00 Item 1.00 Item

$1,000.00 $2,000.00 $400.00

-50.00% -50.00% -50.00%

$500.00 $1,000.00 $200.00

1.00 Item

$3,000.00

-50.00%

$1,500.00

1.00 Item

$2,000.00

-50.00%

$1,000.00

1.00 Item

$2,000.00

-50.00%

$1,000.00

427.00 m2 1,718.00 m2

$17.25 $17.25

-50.00% -50.00%

$3,682.88 $14,817.75

427.00 m2 1,718.00 m2

$46.00 $46.00

-50.00% -50.00%

$9,821.00 $39,514.00

427.00 m2 1,718.00 m2

$57.50 $57.50

-50.00% -50.00%

$12,276.25 $49,392.50

427.00 m2 1,718.00 m2

$17.25 $17.25

-50.00% -50.00%

$3,682.88 $14,817.75

427.00 m2 1,718.00 m2

$51.75 $51.75

-50.00% -50.00%

$11,048.63 $44,453.25

1.00 Item

$160,000.00

-50.00%

$80,000.00

1.00 Item

$5,000.00

0.00%

ROLLER SHUTTERS

DOORS/FRAMES& HARDWARE

3/13C 3/13D

1.4n) 1.4n)

3/13E 3/13F

1.4k) 1.4k)

3/13G

1.4k)

Supply and install timber Single Leaf solid core doors unit including frame/hardware Basement 2 Basement 1

SEALERS Clean and seal basement carpark surface Basement 2 Basement 1 Epoxy Flooring to Plant areas Basement 1

222.00 m2 1,718.00 m2

FLOOR MARKING 3/13H 3/13J

1.4k) 1.4k)

3/13K 3/13L

1.4k) 1.4k)

3/13M

1.4k)

Carpark Bay Linemarking Basement 2 Basement 1 Carpark Pictograms Basement 2 Basement 1 Carpark Shared Zone Finishes Basement 1

FITMENTS 3/14A 3/14B 3/14C

1.4r) 1.4r) 1.4r)

3/14D

1.4o)

3/14E

1.4o)

3/14F

1.4o)

Signage Statutory Signage Wayfinding Signage Door Signs Metalwork Allowance for minor metalwork in OSD & RW Storage Tank for unknown scope & extent Allowance for minor metalwork in HYD Water Pump Room on B01 for unknown scope & extent Allowance for minor metalwork in Sub-station Plant Room on B01 for unknown scope & extent

SERVICES

3/14G 3/14H

1.4f) 1.4f)

3/14J 3/14K

1.4g) 1.4g)

3/14L 3/14M

1.4d) 1.4d)

3/14N 3/15A

1.4g) 1.4g)

3/15B 3/15C

1.4f) 1.4f)

HYDRAULIC SERVICES Allowance for Hydraulic Services to Basements Basement 2 Basement 1 ELECTRICAL SERVICES Allowance for Electrical Services & Comms to Basements Basement 2 Basement 1 MECHANICAL SERVICES Basement 2 Basement 1 DRY FIRE SERVICES Dry Fire Services to Basements with EWIS Basement 2 Basement 1 WET FIRE SERVICES Basement 2 Basement 1

1.4b)

Allowance for Vehicle Turntable Basement 1

VEHICLE TURNTABLE 3/15D

WASTE BINS 3/15E

1.4b)

Allowance for bins

TOTAL (EXCL GST)

$5,000.00

$1,506,556.07

LEISURE CENTRE RECREATION CENTRE CONCRETE WORKS (WHITE ZONES)

4/1A 4/1B 4/1C

All Codes All Codes All Codes

4/1D 4/1E 4/1F

All Codes All Codes All Codes

4/1G 4/1H 4/1J

All Codes All Codes All Codes

4/1K 4/1L 4/1M

All Codes All Codes All Codes

Billbergia

Vertical Structure Level 1 (5750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 18] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 18] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 26] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 26] Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 97] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 97] Level 2 to Underside of Level 3 (6750mm) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 14] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 14]

8 of 36

76.00 m3 13.30 t 371.00 m2

$460.00 $2,370.00 $180.00

-50.00% -50.00% -50.00%

$17,480.00 $15,760.50 $33,390.00

93.00 m3 16.28 t 413.00 m2

$460.00 $2,370.00 $325.00

-50.00% -50.00% -50.00%

$21,390.00 $19,285.88 $67,112.50

82.00 m3 14.35 t 557.00 m2

$460.00 $2,370.00 $180.00

-50.00% -50.00% -50.00%

$18,860.00 $17,004.75 $50,130.00

62.00 m3 10.85 t 317.00 m2

$460.00 $2,370.00 $220.00

-50.00% -50.00% -50.00%

$14,260.00 $12,857.25 $34,870.00

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/2A 4/2B 4/2C

All Codes All Codes All Codes

4/2D 4/2E 4/2F

All Codes All Codes All Codes

4/2G 4/2H 4/2J

All Codes All Codes All Codes

4/2K 4/2L 4/2M 4/2N 4/3A 4/3B

All Codes All Codes All Codes All Codes All Codes All Codes All Codes

4/3C 4/3D 4/3E

All Codes All Codes All Codes

4/3F 4/3G

All Codes All Codes

4/3H 4/3J 4/3K 4/3L 4/3M 4/3N 4/3P 4/3Q

All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes

4/4A 4/4B

All Codes All Codes

4/4C 4/4D 4/4E 4/4F 4/4G 4/4H 4/4J 4/4K

All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes

4/4L 4/4M 4/4N 4/4P 4/4Q 4/4R

All Codes All Codes All Codes All Codes All Codes All Codes

4/5A 4/5B 4/5C 4/5D 4/5E 4/5F

All Codes All Codes All Codes All Codes All Codes All Codes

4/5G 4/5H 4/5J 4/5K 4/5L 4/5M

All Codes All Codes All Codes All Codes All Codes All Codes

4/5N 4/5P 4/5Q 4/5R 4/6A 4/6B 4/6C 4/6D 4/6E 4/6F

Billbergia

4/08/2020

Description

Quantity Unit

Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 29] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 29] Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 116] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 116] Level 2 Mezzanine to Level 3 (3340mm) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 11] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 11] Level 3 (4750mm) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 15] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 15] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 39] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 39] Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 46] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 46] Horizontal Structure Level 1 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply)

Rate

Markup

Total

96.00 m3 16.80 t 461.00 m2

$460.00 $2,370.00 $325.00

-50.00% -50.00% -50.00%

$22,080.00 $19,908.00 $74,912.50

135.00 m3 23.63 t 777.00 m2

$460.00 $2,370.00 $220.00

-50.00% -50.00% -50.00%

$31,050.00 $27,995.63 $85,470.00

9.00 m3 1.58 t 61.00 m2

$460.00 $2,370.00 $325.00

0.00% 0.00% 0.00%

$4,140.00 $3,732.75 $19,825.00

46.00 m3 8.05 t 234.00 m2

$460.00 $2,370.00 $180.00

-79.00% -79.00% -79.00%

$4,443.60 $4,006.49 $8,845.20

82.00 m3 14.35 t 419.00 m2

$460.00 $2,370.00 $325.00

-79.00% -79.00% -79.00%

$7,921.20 $7,142.00 $28,596.75

47.00 m3 8.23 t 215.00 m2

$460.00 $2,370.00 $180.00

-79.00% -79.00% -79.00%

$4,540.20 $4,093.58 $8,127.00

$380.00 $380.00

0.00% 0.00%

$446,880.00 $333,640.00

$2,370.00 $2,370.00 $6,650.00 $130.00 $185.00 $140.00 $5.00 $260.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$167,227.20 $312,129.00 $187,569.90 $611,130.00 $869,685.00 $105,000.00 $23,505.00 $28,080.00

$380.00 $380.00

0.00% 0.00%

$583,680.00 $354,160.00

1,176.00 m3 878.00 m3

Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement in beams (150kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Movement Joints - TMJ/PMJ Level 2 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply)

70.56 131.70 28.21 4,701.00 4,701.00 750.00 4,701.00 108.00

92.16 139.80 36.86 6,144.00 6,144.00 667.00 6,144.00 109.00

t t t m2 m2 m2 m2 m

$2,370.00 $2,370.00 $6,650.00 $130.00 $185.00 $140.00 $5.00 $260.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$218,419.20 $331,326.00 $245,145.60 $798,720.00 $1,136,640.00 $93,380.00 $30,720.00 $28,340.00

331.00 19.86 7.94 1,324.00 123.00 1,324.00

m3 t t m2 m m2

$380.00 $2,370.00 $6,650.00 $130.00 $55.00 $5.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$125,780.00 $47,068.20 $52,827.60 $172,120.00 $6,765.00 $6,620.00

291.00 17.46 5.20 867.00 137.00 867.00

m3 t t m2 m m2

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00

-78.00% -78.00% -78.00% -78.00% -78.00% -78.00%

NA NA NA NA NA NA

229.00 13.74 4.57 761.00 141.00 761.00

m3 t t m2 m m2

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00

-78.00% -78.00% -78.00% -78.00% -78.00% -78.00%

NA NA NA NA NA NA

All Codes All Codes

Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement (150kg/m3) - Beams D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Movement Joints - TMJ/PMJ Level 2 Mezzanine Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Perimeter Edge formwork Curing and finishing of concrete surface Level 3 Plant (Shared Plant to be determined) Suspended Slab - Tower D Portion Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Perimeter Edge formwork Curing and finishing of concrete surface Suspended Slab - Tower E Portion Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Perimeter Edge formwork Curing and finishing of concrete surface Level 4 Billbergia Original Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply)

$380.00 $380.00

0.00% 0.00%

$154,280.00 $308,940.00

All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes

Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement (150kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings up to 1500mm high Perimeter Edge formwork Curing and finishing of concrete surface

24.36 121.95 9.73 1,621.00 1,621.00 541.00 162.00 1,621.00

$2,370.00 $2,370.00 $6,650.00 $520.00 $0.00 $140.00 $55.00 $5.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$57,733.20 $289,021.50 $64,677.90 $842,920.00 INCL $75,740.00 $8,910.00 $8,105.00

9 of 36

t t t m2 m2 m2 m2 m

1,536.00 m3 932.00 m3

406.00 m3 813.00 m3 t t t m2 m2 m2 m m2

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

4/08/2020

PPR Ref:

Description

4/6G 4/6H

All Codes All Codes

Level 4 - Credit from Deck to BB Podium Slab Assuming Standard Floor to Ceiling Height Based on MM Recommnedation Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply)

4/6J 4/6K 4/6L 4/6M 4/6N 4/6P 4/6Q

All Codes All Codes All Codes All Codes All Codes All Codes All Codes

Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement (150kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Vertical face formwork for slab thickenings up to 1500mm high Perimeter Edge formwork Curing and finishing of concrete surface

Quantity Unit

Rate

Markup

Total

-406.00 m3 -72.00 m3

$380.00 $380.00

0.00% 0.00%

-$154,280.00 -$27,360.00

t t t m2 m2 m m2

$2,370.00 $2,370.00 $6,650.00 $130.00 $140.00 $55.00 $5.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

-$57,733.20 -$25,596.00 -$64,704.50 -$210,730.00 -$13,440.00 $0.00 -$8,105.00

20.00 m3 3.50 t 93.00 m2

$460.00 $2,370.00 $325.00

0.00% 0.00% 0.00%

$9,200.00 $8,295.00 $30,225.00

19.00 m3 3.33 t 88.00 m2

$460.00 $2,370.00 $325.00

0.00% 0.00% 0.00%

$8,740.00 $7,880.25 $28,600.00

13.00 m3 2.28 t 61.00 m2

$460.00 $2,370.00 $325.00

0.00% 0.00% 0.00%

$5,980.00 $5,391.75 $19,825.00

-24.36 -10.80 -9.73 -1,621.00 -96.00 0.00 -1,621.00

RECREATION CENTRE CONCRETE WORKS (GREEN ZONES)

4/7A 4/7B 4/7C

All Codes All Codes All Codes

4/7D 4/7E 4/7F

All Codes All Codes All Codes

4/7G 4/7H 4/7J

All Codes All Codes All Codes

Vertical Structure Level 1 (5750mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 6] Level 2 to Underside of Level 3 (6750mm) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5] Level 3 (4750mm) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5]

4/7K

All Codes

Level 1 Foyer & Amenities Selected blockwork to underside of slab soffit - 5750mm high [Length: 390]

2,210.00 m2

$230.00

0.00%

$508,300.00

4/7L

All Codes

E/O for wall stiffeners as necessary to support double height walls [Length: 390]

2,210.00 m2

$50.00

0.00%

$110,500.00

4/8A

All Codes All Codes

Childcare Selected blockwork to underside of slab soffit - 5750mm high [Length: 226]

1,298.00 m2

$230.00

0.00%

$298,540.00

All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes

E/O for wall stiffeners as necessary to support double height walls Allied Health L1 Blockwork up to slab soffit 5750mm Wall stiffeners for blockwork Cafe & Kitchen Selected blockwork to underside of slab soffit - 5750mm high [Length: 53] Allowance for stiffeners Level 2 Foyer & Amenities Selected blockwork to the underside of slab soffit - 3100mm high [Length: 103]

1,298.00 m2

$50.00

0.00%

$64,900.00

288.00 m2 288.00 m2

$230.00 $50.00

0.00% 0.00%

$66,240.00 $14,400.00

301.00 m2 301.00 m2

$230.00 $50.00

0.00% 0.00%

$69,230.00 $15,050.00

318.00 m2

$230.00

0.00%

$73,140.00

All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes

Health Centre Selected blockwork to underside of slab soffit - 3300mm high Sports Hall Selected blockwork to the underside of slab soffit - 3300mm high Allowance for wall stiffener Gymnastic centre Selected blockwork to underside of slab soffit - 3300mm high [Length: 87] E/O for wall stiffeners as necessary to support double height walls Occasional Care - Creche Selected blockwork to underside of slab soffit - 3300mm high Allied Health - L2 Selected blockwork to the underside of slab soffit - 3300mm high [Length: 23]

908.00 m2

$230.00

0.00%

$208,840.00

515.00 m2 515.00 m2

$230.00 $50.00

0.00% 0.00%

$118,450.00 $25,750.00

389.00 m2 389.00 m2

$230.00 $50.00

0.00% 0.00%

$89,470.00 $19,450.00

91.00 m2

$230.00

0.00%

$20,930.00

75.00 m2

$230.00

0.00%

$17,250.00

All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes All Codes

E/O for wall stiffeners as necessary to support double height walls Level 2 Mezzanine Mezzanine Selected blockwork to underside of slab soffit - 3300mm high [Length: 52] E/O for wall stiffeners as necessary to support double height walls Level 3 Plant Room - Now Measured in SHARED LEISURE CENTRE PORTION Selected blockwork to underside of soffit - 4750mm Allowance for wall stiffeners Allowance for render and paint Sub-Total - Structure & Blockwork

75.00 m2

$50.00

0.00%

$3,750.00

370.00 m2 370.00 m2

$230.00 $50.00

0.00% 0.00%

$85,100.00 $18,500.00

$0.00 $0.00 $0.00

0.00% 0.00% 0.00%

NA NA NA $11,206,094.36

m2 m2 m2 m2

$1,084.65 $1,084.65 $1,084.65 $1,084.65

0.00% 0.00% 0.00% -78.00%

$1,161,655.51 -$334,070.87 $1,593,344.49 -$58,701.02

m m m m m

$792.00 $792.00 $792.00 $792.00 $75.00

0.00% 0.00% 0.00% -50.00% 0.00%

$114,840.00 $206,712.00 -$7,920.00 -$4,752.00 -$2,925.00

BASE BUILD - BLOCKWORK

4/8B 4/8C 4/8D 4/8E 4/8F

4/8G

4/8H 4/8J 4/8K 4/8L 4/8M 4/9A 4/9B 4/9C

4/9D 4/9E

4/9F 4/9G 4/9H

1,086.00 m2 1,086.00 m2 223.00 m2

BASE BUILD - PRECAST WALLS

4/9J 4/9K 4/9L 4/9M

1.3c 1.3c 1.3c 1.3c

4/10A 4/10B 4/10C 4/10D 4/10E

1.3c 1.3c 1.3c 1.3c 1.3c

Billbergia

Pre-cast concrete with painted finish (paint elsewhere) including all site measure, shop drawing, fabrication. fixings, embeddings, brackets etc Architectural Drg 0501/53 - Elevation - North Ddt section fronting footbridge Architectural Drg 0502/53 - Elevation - South Ddt section fronting footbridge Precast Fins 1200 x 300mm Architectural Drg 0503/53 - Elevation - East [Number of: 14] Architectural Drg 0504/53 - Elevation - West [Number of: 17] Ddt portion on level 1 fronting BB area Ddt portion on level 1 fronting shared area Extra to polish precast concrete fins - ddt for BB and shared area

10 of 36

1,071.00 -308.00 1,469.00 -246.00 145.00 261.00 -10.00 -12.00 -39.00

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/10F

1.3c

4/10G 4/10H

4/08/2020 Rate

Markup

Total

974.40 m2

$75.00

0.00%

$73,080.00

1.3b 1.3b

Extra to polish precast concrete fins Terracotta Walls Architectural Drg 0501/53 - Elevation - North Architectural Drg 0501/53 - Elevation - North Ddt shared portion to entrance

Description

Quantity Unit

234.00 m2 -45.00 m2

$554.26 $554.26

0.00% -50.00%

$129,697.19 -$12,470.85

4/10J 4/10K

1.3b 1.3b

Architectural Drg 0503/53 - Elevation - East Architectural Drg 0503/53 - Elevation - East Ddt shared portion to entrance

114.00 m2 -43.00 m2

$554.26 $554.26

0.00% -50.00%

$63,185.64 -$11,916.59

4/10L 4/10M

1.3b 1.3b

Architectural Drg 0503/53 - Elevation - East Ddt BB portion to entrance Architectural Drg 0504/53 - Elevation - West

-71.00 m2 130.00 m2

$554.26 $554.26

0.00% 0.00%

-$39,352.46 $72,053.80

4/10N 4/10P 4/10Q 4/11A 4/11B 4/11C 4/11D

1.3a 1.3a 1.3a 1.3a 1.3a 1.3a 1.3a

Curtain Wall Window systems to the following; Architectural Drg 0501/53 - Elevation - North Architectural Drg 0501/53 - Elevation - North Ddt BB portion Architectural Drg 0502/53 - Elevation - South Architectural Drg 0503/53 - Elevation - East Architectural Drg 0503/53 - Elevation - East Ddt BB portion Architectural Drg 0503/53 - Elevation - West Architectural Drg 0503/53 - Elevation - West Ddt BB portion

4/11E 4/11F 4/11G 4/11H 4/11J

1.3b 1.3b 1.3b 1.3b 1.3b

4/11K 4/11L

1.3b 1.3b

4/11M

1.3b

4/11N 4/11P 4/12A 4/12B

1.3b 1.3b 1.3b 1.3b

BASE BUILD - GLAZED WALLS 1,141.00 -131.00 273.00 508.00 -137.00 585.00 -75.00

m2 m2 m2 m2 m2 m2 m2

$1,200.00 $1,200.00 $1,200.00 $1,200.00 $1,200.00 $1,200.00 $1,200.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$1,369,200.00 -$157,200.00 $327,600.00 $609,600.00 -$164,400.00 $702,000.00 -$90,000.00

426.00 -122.00 -382.00 143.00 -143.00

m2 m2 m2 m2 m2

$420.00 $420.00 $420.00 $420.00 $420.00

0.00% -50.00% 0.00% 0.00% -50.00%

$178,920.00 -$25,620.00 -$160,440.00 $60,060.00 -$30,030.00

66.00 m2 -55.00 m2

$450.00 $450.00

0.00% 0.00%

$29,700.00 -$24,750.00

83.00 m2

$450.00

0.00%

$37,350.00

$650.00 $650.00 $650.00 $650.00

-78.04% -78.04% -78.04% -78.04%

$63,376.56 $41,965.56 $41,394.60 $146,736.72 $5,897,923.28

806.00 m2

$0.00

0.00%

INCL

114.00 163.00 38.00 10.00 3.00

$0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL

BASE BUILD - METAL SCREENS Aluminium Lourve Screens - LV01 Architectural Drg 0503/53 - Elevation - East Architectural Drg 0503/53 - Elevation - East Ddt shared portion Architectural Drg 0503/53 - Elevation - East Ddt BB portion Architectural Drg 0503/53 - Elevation - West Architectural Drg 0503/53 - Elevation - West Ddt shared portion Perforated Aluminium Screens - PAL1 Architectural Drg 0501/53 - Elevation - North Architectural Drg 0501/53 - Elevation - North Ddt BB portion of works to footbridge Architectural Drg 0502/53 - Elevation - South Copper coloured Lourve Screen Architectural Drg 0501/53 - Elevation - North Architectural Drg 0502/53 - Elevation - West Architectural Drg 0502/53 - Elevation - South Extra Over for Acoustic Treatment to Lourves Sub-Total - Structure & Blockwork

444.00 294.00 290.00 1,028.00

m2 m2 m2 m2

FITOUT - LEVEL 1 FITOUT - LOBBY LEVEL 1 (FOYER & AMENITIES) GENERAL 4/12C 1.5a) The Public Foyer primarily fronts Gauthorpe Street with a large glazed façade, providing internal access to the proposed Council facilities and allows for secondary community break out spaces. The foyer also includes a through site link at the ground floor, linking from the north eastern corner to the South West corner. This links between pedestrian traffic coming from the Rhodes Railway Station in the north east and the future public space and retail facilities to be provided in the south west and along Marquet Street.

4/12D

1.5a)

4/12E 4/12F 4/12G 4/12H 4/12J

1.5a) 1.5a) 1.5a) 1.5a) 1.5a)

4/13A 4/13B

1.5c) 1.5c)

4/13C 4/13D

1.5d) 1.5d)

4/13E 4/13F 4/13G

1.5d) 1.5d) 1.5d)

4/13H

1.5d)

4/13J 4/13K 4/13L 4/13M

1.5e) 1.5e) 1.5e) 1.5e)

4/14A 4/14B

1.5e) 1.5e)

4/14C

1.5e)

4/14D 4/14E

1.5e) 1.5e)

Billbergia

MECHINCAL SERVICES Mechanically ventilated and air conditioned and/or fresh air supply Lobby Area Mechanically ventilated amenities and exhaust and/or fresh air supply Amenities Back of House Store Rooms Cleaners Store Comms Rooms COMMS/DATA Additional PPR Items (Blue) Wifi throughout Centre (PSUM) Audio/PA system throughout (for centre announcements) HYDRAULIC SERVICES Base Specifications Potable hot & cold-water supply to all taps Non-potable water system for flushing, irrigation and wash down purposes 1 x Cleaner’s tap to cleaner’s store Sanitary plumbing and vent piping systems As per relevant AS & BCA Standards for Plumbing & Drainage Additional PPR Items (Blue) 2 x outdoor taps for cleaning with vandal proof handle ELECTRICAL SERVICES Base Specifications Power -1 x Waterproof DGPO per external area with lock Lighting - Downlights to all FOH spaces Lighting - Batten lighting to all BOH spaces Lighting - Lux levels as per AS & BCA Standards Electrical Equipment (PSUM) 2 x Tv Screens Audio/PA system throughout (for centre announcements) Additional PPR Items (Blue) Power - 2 x Waterproof DGPO per external area with lock on each side of the external areas Power for Cleaners Lighting - Feature Lighting SECURITY Base Specifications (PSUM)

11 of 36

Note

m2 m2 m2 m2 m2

Note Note

Refer to PSUMs Not Required

Note Note

INCL INCL

Note Note Note

INCL INCL INCL

Note

INCL

Note Note Note Note

INCL INCL INCL INCL

Note Note

INCL Not Required

Note

INCL

Note 1.00 Item

INCL INCL

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN

4/08/2020

Bill Ref.

PPR Ref:

4/14F 4/14G 4/14H 4/14J

1.5f) 1.5f) 1.5f) 1.5f)

4/14K

1.5f)

4/14L 4/14M

1.5g) 1.5g)

4/15A 4/15B

1.5g) 1.5g)

4/15C

1.5h)

4/15D 4/15E 4/15F 4/15G

1.5i) 1.5i) 1.5i) 1.5i)

4/15H 4/15J

1.5i) 1.5i)

4/15K

1.5i)

4/15L 4/16A 4/16B 4/16C 4/16D

1.5i) 1.5i) 1.5i) 1.5i) 1.5i)

4/16E

1.5i)

4/16F 4/16G

1.5i) 1.5i)

4/16H 4/16J

1.5j) 1.5j)

4/16K 4/16L

1.5j) 1.5j)

Amenities : HMR toilet partitions – incl coat hook and lock E/O to plasterboard lining for wetcheck boarding in wet areas - 2700mm high

4/16M

1.5j)

Toilet / Shower cubicles including all doors, fixings and ancillaries ; compact laminate

4/16N

1.5j)

4/17A 4/17B

1.5j) 1.5j)

4/17C

1.5j)

4/17D 4/17E 4/17F 4/17G

1.5j) 1.5j) 1.5j) 1.5j) 1.5j)

4/17H

1.5j)

4/17J

1.5j)

4/17K 4/17L 4/17M 4/18A 4/18B 4/18C 4/18D

1.5k) 1.5k) 1.5k) 1.5k) 1.5k) 1.5k) 1.5k)

4/18E

1.5k)

4/18F 4/18G

1.5l)

Billbergia

Description

Quantity Unit

Swipe Access to main entry doors Lockable doors to meeting rooms, store rooms, offices Intruder alarm system CCTV monitoring system Additional PPR Items (Blue) Lockable doors to meeting rooms, store rooms, offices. Abloy by Olympic Locksmiths to integrate with Council system & Hardware should include door handles, electric strikes, door closers, abloy locks, etc ACOUSTICS Base Specifications As per relevant AS & BCA Standards for project requirements Selected Acoustic Treatment to Wall Areas [Length: 422] Selected Ceiling Acoustic Treatment Additional PPR Items (Blue) For occupant comfort/absorption - Acoustic Report Requirements to be developed. Selected Acoustic Treatment to Wall Areas [Length: 422] Selected Ceiling Acoustic Treatment GLAZING Additional PPR Items (Blue) Commercial frameless balustrade ; approx. 1000mm high (stairs to L2) FLOORING Base Specifications Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards Foyer : 1200x600mm ceramic tile with matching coloured grout Tiled Skirting 150mm high Amenities: 300x300mm ceramic tile with matching coloured grout Foyer - 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2) Amenities - 600 x 300 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $55/m2) Allowance for sealer to storage and back of house E/O to floor waterproofing for upturns as necessary Unit rate allowance for skirtings, divider strips and other ancillary items General allowance for recessed entry matting (as required) Allowance for steel framed stairs with timber finish to stair treads (assume to treads and risers) Allowance for tactiles as necessary - TGI Additional PPR Items (Blue) Amenities: 600x300mm ceramic tile with matching coloured grout Stairs : Timber treads with feature lighting Painted steel structure PARTITIONS Base Specifications Dry Areas : Painted plasterboard with insulation as required Wet Areas : Tiled to 1000mm with 600x300mm gloss white tiles Painted moisture resistant plasterboard to 2400mm with insulation as required

Additional PPR Items Amenities : Compact Laminate Partitions WALL FINISHES Base Specifications Wall painting [Length: 390] Wet Areas : Tiled to 1000mm with 600x300mm gloss white tiles (allowed $47/m2 tile supply) [Length: 124] Wet Areas : Painted moisture resistant plasterboard to 2400mm with insulation as required Allowance for lift lobby / wall feature finish (assumed) Allowance for waterproofing as necessary - 1000mm high Allowance to paint internal columns [Number of: 8] Additional PPR Items Dry Areas : Durable Wall finish in FOH/Public Areas such as veneer or laminate to front of house public areas. E/O to solid walls (including walls allocated to other zones) for lobby facing side to be lined with timber veneer panelling [Length: 42] Wet Areas : Tiled to full height with 600x300mm gloss white tiles (Extra over 2000mm high) CEILINGS Base Specifications Lobby - Suspended ceiling systrem - painted plasterboard Dry Areas - Suspended ceiling systrem - painted plasterboard Wet Areas - Suspended ceiling systrem - painted MR plasterboard Lobby - Set plasterboard ceiling fixed to suspended ceiling framing Dry - Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painting of plasterboard ceilings Additional PPR Items Extra Over - Lobby - Timber feature ceiling ; timber battens on acoustic backing and subframing (assume woodform or similar) DOOR & HARDWARE Base Specifications MDF solid core leaf with aluminium frame, painted finish DDA Compliant hardware where required

12 of 36

Rate

Markup

Total

Note Note Note Note

INCL INCL INCL INCL

1.00 Item

INCL

2,298.00 m2 1,132.00 m2

$0.00 $0.00

0.00% 0.00%

PSUM PSUM

2,298.00 m2 1,132.00 m2

$0.00 $0.00

0.00% 0.00%

PSUM PSUM

$1,250.00

0.00%

$17,500.00

Note 806.00 m2

$220.00

0.00%

$177,320.00

124.00 m2

$150.00

0.00%

$18,600.00

$15.00 $45.00 $15.00 $1,750.00 $8,000.00

0.00% 0.00% 0.00% 0.00% 0.00%

$3,045.00 $5,580.00 $9,360.00 $3,500.00 $48,000.00

$720.00

0.00%

$13,680.00

$0.00 $2,000.00

0.00% 0.00%

INCL $12,000.00

Note 335.00 m2

$45.00

0.00%

$15,075.00

12.00 each

$1,250.00

0.00%

$15,000.00

12.00 each

$350.00

0.00%

$4,200.00

$15.00 $142.00

0.00% 0.00%

$29,205.00 $17,608.00

248.00 m2

$8.00

0.00%

$1,984.00

2.00 No 124.00 m2 185.00 m2

$2,500.00 $45.00 $18.00

0.00% 0.00% 0.00%

$5,000.00 $5,580.00 $3,330.00

372.00 m2

$80.00

0.00%

$29,760.00

241.00 m2

$80.00

0.00%

$19,280.00

248.00 m2

$134.00

0.00%

$33,232.00

$75.00 $55.00 $10.00 $15.00

0.00% 0.00% 0.00% 0.00%

$53,025.00 $11,165.00 $1,240.00 $3,045.00

$425.00

0.00%

$300,475.00

14.00 m

Note Note Note Note

203.00 124.00 624.00 2.00 6.00

m2 m2 m No mrise

19.00 m 124.00 m2 6.00 m/rise

Note Note

1,947.00 m2 124.00 m2

707.00 203.00 124.00 203.00

Note Note Note m2 m2 m2 m2

707.00 m2

Note Note

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN

4/08/2020

Bill Ref.

PPR Ref:

4/18H

1.5l)

Description

Quantity Unit

4/18J

1.5l)

4/18K

1.5l)

4/18L 4/19A

1.5l) 1.5l)

4/19B

1.5l)

4/19C

1.5l)

4/19D 4/19E

1.5m)

4/19F 4/19G

1.5m) 1.5m)

Parents Room •Proprietary Baby change table to parents’ room •Multiple built-in change tables with benchtop, bins, taps, splashback, breast feeding room, microwave, TV, children's play area, etc. e.g.Tram Shed’s parents’ room

4/19H 4/19J 4/20A 4/20B 4/20C 4/20D 4/20E 4/20F 4/20G 4/20H 4/20J 4/20K

1.5m) 1.5m) 1.5m) 1.5m) 1.5m) 1.5m) 1.5m) 1.5m) 1.5m) 1.5m) 1.5m) 1.5m)

4/20L

1.5m)

4/20M 4/20N

1.5n) 1.5n)

4/20P 4/21A

1.5p) 1.5p)

WC complete (including accessible) Wash basin including tapware Glass Reinforced Plastic waterfree urinals (Uridan) Parent room basins Stainless steel cleaners sink Stainless Steel grab rail by Southern Cross Stainless Steel Kimberley Clark steel powder coated toilet tissue dispenser Wall mounted soap dispenser (no spec) Wall mounted paper towel dispenser Mirror (above basins) Coat hooks Baby room fit out including proprietary baby change table, built in change tables with benchtop, bins & splashback, breastfeeding room fixtures, TV, children's play are fit out etc() Additional PPR Items E/O Electrical Hand dryers JOINERY (PSUM) Base Specifications Laminated reception desk Other joinery as may be required FURNITURE & EQUIPMENT Base Specifications SIGNAGE Base Specification Statutory signage: Wayfinding signage: Sub-Total - Level 1 - Lobby Fitout

Fire rated solid core door ; single leaf ; steel framed (exact size varies - approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Solid core door ; single leaf ; steel framed (exact size varies - approx 920mm x 2040mm high) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included

Rate

Markup

Total

9.00 each

$2,300.00

0.00%

$20,700.00

7.00 each

$950.00

0.00%

$6,650.00

$600.00

0.00%

$9,600.00

2.00 No

$3,000.00

0.00%

$6,000.00

2.00 No

$250.00

0.00%

$500.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

PSUM PSUM PSUM PSUM PSUM PSUM PSUM PSUM PSUM PSUM PSUM PSUM

10.00 each

$2,500.00

0.00%

$25,000.00

1.00 each 1.00 Item

$0.00 $0.00

0.00% 0.00%

PSUM PSUM

1.00 Item

$2,500.00 $0.00

0.00% 0.00%

$2,500.00 PSUM $927,739.00

$0.00

0.00%

INCL

$0.00

0.00%

INCL

16.00 No

Additional PPR Items Automatic sliding glazed Entry door 3m high All hardware to include door handles, electric strikes, door closers, abloy locks, etc Laminated glazed automatic sliding pocket (assumed) door ; frosted or obscure glass ; push button operated ; steel framed E/O to doors for safety decals (per door leaf) FIXTURES (PSUM) Base Specification Amenities •Wall faced toilet suites •Hand basin with polished mixer tap •Mirror to hand basin area •Single roll toilet roll holder to each stall Double or Jumbo •Wall mounted paper towel dispenser •Wall mounted soap dispenser •Wall mounted Urinals to Male WC •DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails •Automatic (sensor?) fixtures •Electric Hand dryer Shared DDA facilities where practicable to promote inclusiveness

FITOUT - CHILDCARE CENTRE FULL FITOUT - LEVEL 1 GENERAL 4/21B 1.6a) Staff Facilities: •Reception is for parent enquiries •Office is required for 1 staff (space for staff desk and small meeting table) •Program Room requires space for 2 staff at computers. •Meeting Room •2 – 4 toilets are only required for staff. •Cleaners Room

Note Note

Notes

12.00 13.00 7.00 4.00 1.00 1.00 12.00 9.00 9.00 13.00 12.00 1.00

each each each each each each each each each each each each

Children’s Facilities •Playroom 1: Ages 0-2 •Playroom 2: Ages 2-3 •Playroom 3: Ages 3-5 •Sleep Areas •Children’s Toilets •Nappy Change •Kitchen •Outdoor Play Space

4/21C

Billbergia

1.6b)

MECHANICALS SERVICES Base Specification Airconditioned areas ; Play rooms, Sleeping Rooms, Office, Reception, Staff Room

13 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN

4/08/2020

Bill Ref.

PPR Ref:

4/21D

1.6b)

4/21E

1.6b)

4/22A

1.6b)

Mechanically ventilated areas, exhaust to louvred façade: Amenities, Store rooms, Cleaners Store, Laundry Additional PPR Items (PSUM) Kitchen ; Rangehood exhaust to be ducted – This is to be part of 3000L/s common KEX for RRC, Provide separate exhaust ventilation to nappy waste disposal cupboards Outdoor Play Areas ; External Heaters to outdoor play areas and Cooling misters

4/22B 4/22C

1.6c) 1.6c)

HYDRAULIC SERVICES Base Specification 2 x Outdoor Tap per external area Non-potable water system for flushing, irrigation and wash down purposes

4/22D 4/22E 4/22F 4/22G 4/22H 4/22J 4/22K

1.6c) 1.6c) 1.6c) 1.6c) 1.6c) 1.6c) 1.6c)

4/22L 4/22M

1.6c) 1.6c)

4/22N 4/22P

1.6d) 1.6d)

4/22Q 4/23A

1.6d) 1.6d)

4/23B

1.6d)

4/23C 4/23D 4/23E

1.6e) 1.6e) 1.6e)

4/23F

1.6e)

4/23G 4/23H 4/23J 4/23K 4/23L 4/23M

1.6f) 1.6f) 1.6f) 1.6f) 1.6f) 1.6f)

4/24A 4/24B

1.6g) 1.6g)

4/24C

1.6h)

4/24D 4/24E

1.6i) 1.6i)

4/24F 4/24G 4/24H 4/24J 4/24K 4/25A

1.6j) 1.6j) 1.6j) 1.6j) 1.6j) 1.6j)

4/25B 4/25C

1.6j) 1.6j)

4/25D 4/25E

1.6j) 1.6j)

4/25F

1.6j)

4/25G 4/25H 4/25J 4/25K 4/25L 4/25M

1.6j) 1.6j) 1.6j) 1.6j) 1.6j) 1.6j) 1.6j)

Billbergia

Description

Quantity Unit

1 x Water point to each external area Hot & cold water supply to fixtures in amenities 1 x Cleaner’s tap to cleaners room Sanitary drainage and vent piping systems Floor waste to outdoor spaces Gas supply to kitchen cooktop As per relevant AS & BCA Standards for Hydraulic services Additional PPR Items (Blue) Handwash sink for Kitchen Kitchen connect to grease arrestor ELECTRICAL SERVICES Base Specification Power •3 x GPO points to each room •2 x GPO points for cleaner’s room •1 x Waterproof DGPO per external area Lighting •Downlights to all FOH spaces •Batten lighting to store rooms, cleaner’s rooms •Lux levels as per AS & BCA Standards Additional PPR Items •Feature pendent lights to play area •Dimmable lights TELECOMMUNICATIONS/DATA Base Specification 2 x MATV connection point to building wide MATV system 4 x communications/data outlets to communications rooms NTD for fibre optic service Additional PPR Items Cable TV SECURITY Base Specification (PSUM) Monitor to video doorbell to Childcare entry door Swipe Access to main entry doors Lockable doors to meeting rooms, store rooms, offices Intruder alarm system Intercom system CCTV monitoring system ACOUSTIC Additional PPR Items Play rooms, Sleep Rooms, Reception, Office, Program Rooms, Staff Rooms: Acoustic Report Requirements Selected Acoustic Treatment to Wall Areas [Length: 226] Selected Acoustic Treatment to Ceiling Areas VERTICAL TRANSPORTATION Base Specifications RRC lifts x 2 to be used for carpark access to childcare GLAZING Base Specification Aluminium framed shop front glazing (full height) Aluminium framed glazed partitions to Childcare rooms where supervision is required - from 1000 to 2400mm [Length: 72] FLOORING Base Specification Toilets, kitchen, store rooms, cleaner’s room: 300x300mm ceramic tiles Children’s Play and Sleep Rooms: Vinyl over 20mm neoprene underlay Office, program rooms, staff room; Carpet Tiles with underlay Outdoor Play: Synthetic Turf / Soft fall with 20mm underlay Outdoor Store: Sealed Concrete Toilets, kitchen, store rooms, cleaner’s room: Commercial grade vinyl floor with underlay, including screed and other preparation works Children’s Play and Sleep Rooms: Vinyl over 20mm neoprene underlay Office, program rooms, staff room; Carpet Tiles with underlay - Flotex carpet with underlay including floor preparation Allowance for concrete sealer to outdoor store rooms Outdure 'Qwickbuild' Timber deck (not specified) to outdoor play areas (allowed for 1/3 of area as per PPR) synthetic turf with neoprene underlay to outdoor play areas (allowed for 1/3 of area as per PPR) E/O Sandpit to outdoor play areas (1/3 of area as per PPR) Allowance for waterproofing wet zones and external play areas E/O to floor waterproofing for upturns as necessary Unit rate allowance for skirtings, divider strips and other ancillary items General allowance for recessed entry matting (as required) Allowance for tactiles as necessary Additional PPR Items

14 of 36

Rate

Markup

Total

$0.00

0.00%

INCL

$0.00

0.00%

INCL

$0.00

0.00%

INCL

Note Note

$0.00 $0.00

0.00% 0.00%

INCL INCL

Note Note Note Note Note Note Note

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL INCL INCL

Note Note

$0.00 $0.00

0.00% 0.00%

INCL INCL

Note Note

$0.00 $0.00

0.00% 0.00%

INCL INCL

Note Note

$0.00 $0.00

0.00% 0.00%

INCL INCL

Note

$0.00

0.00%

INCL

Note Note Note

$0.00 $0.00 $0.00

0.00% 0.00% 0.00%

INCL INCL INCL

Note

$0.00

0.00%

INCL

Note Note Note Note Note Note

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL INCL

$0.00 $0.00

0.00% 0.00%

PSUM PSUM

101.00 m2 101.00 m2

$750.00 $450.00

0.00% 0.00%

$75,750.00 $45,450.00

Note Note Note Note Note 174.00 m2

$0.00 $0.00 $0.00 $0.00 $0.00 $110.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL $19,140.00

508.00 m2 402.00 m2

$110.00 $80.00

0.00% 0.00%

$55,880.00 $32,160.00

83.00 m2 189.33 m2

$11.48 $500.00

0.00% 0.00%

$953.24 $94,666.67

189.33 m2

$120.00

0.00%

$22,720.00

$75.00 $35.00 $17.50 $15.00 $1,500.00 $2,500.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$14,200.00 $25,970.00 $5,127.50 $3,495.00 $1,500.00 $2,500.00

1,298.00 m2 1,141.00 m2

Note

189.33 742.00 293.00 233.00 1.00 1.00

m2 m2 m m Item Item

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/25N

1.6j)

4/25P 4/26A

1.6j) 1.6j)

4/26B 4/26C

1.6k) 1.6k)

4/26D

1.6k)

4/26E 4/26F 4/26G 4/26H

1.6k) 1.6k) 1.6k) 1.6k)

4/26J 4/26K

1.6k) 1.6k)

4/26L 4/27A

1.6k) 1.6k)

4/27B 4/27C 4/27D 4/27E

1.6k) 1.6k) 1.6k) 1.6k)

4/27F

1.6k)

4/27G 4/27H 4/27J

1.6k) 1.6k) 1.6k)

4/27K 4/27L 4/27M 4/27N 4/27P

1.6l) 1.6l) 1.6l) 1.6l) 1.6l)

4/28A 4/28B

1.6l) 1.6l)

4/28C

1.6l)

4/28D 4/28E

1.6l) 1.6l)

4/28F

1.6l)

4/28G

1.6m)

4/28H

1.6m)

4/28J

1.6m)

4/28K

1.6m)

4/28L

1.6m)

4/28M 4/29A

1.6m) 1.6m)

4/29B

1.6m)

4/29C 4/29D

1.6m) 1.6m)

4/29E 4/29F

1.6m) 1.6m)

4/29G 4/29H 4/29J 4/29K 4/29L 4/29M 4/29N 4/29P 4/29Q

1.6n) 1.6n) 1.6n) 1.6n) 1.6n) 1.6n) 1.6n) 1.6n) 1.6n)

Billbergia

4/08/2020

Description

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

$0.00

Note 174.00 m2

$0.00

0.00% 0.00%

$0.00 INCL

Note Note

$0.00 $0.00

0.00% 0.00%

INCL INCL

Note

$0.00

0.00%

INCL

Note Note Note 72.00 m2

$0.00 $0.00 $0.00 $90.00

0.00% 0.00% 0.00% 0.00%

INCL INCL INCL $6,480.00

$10.00 $3,000.00

0.00% 0.00%

$2,340.00 $3,000.00

$15.00 $142.00

0.00% 0.00%

$20,550.00 $12,354.00

$45.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00%

$3,915.00 INCL INCL INCL

174.00 m2

$142.00

0.00%

$24,708.00

Store Room, Cleaners Room & Chute Rooms: painted concrete walls Outdoor Store: painted concrete walls Internal Columns CEILINGS Base Specifications: Internal Dry Area ceilings: Painted suspended plasterboard Ceiling External Area Ceilings: Sealed Concrete Children’s Rooms: Suspended Aluminium Batten system Store Room, Cleaners Room & Chute Rooms ; Unpainted concrete ceiling External Store Room Ceilings ; Unpainted concrete ceiling - allow to clean surface

292.00 m2 41.00 m2 323.00 m2

$12.00 $12.00 $65.00

0.00% 0.00% 0.00%

$3,504.00 $492.00 $20,995.00

Internal Dry Area ceilings: Painted suspended plasterboard Ceiling Set plasterboard ceiling fixed to suspended ceiling framing ; moisture resistant board External Store Room Ceilings ; Unpainted concrete ceiling - allow to clean surface

399.00 m2 155.00 m2

$60.00 $75.00

0.00% 0.00%

$23,940.00 $11,625.00

103.00 m2

$5.00

0.00%

$515.00

Children’s Rooms: Suspended Aluminium Batten system Painting of plasterboard ceilings Additional PPR Items External Area Ceilings: FC Ceiling DOORS & HARDWARE Base Specification Amenities, Store Rooms, Cleaners Store, Chute Rooms, Kitchen, Pantry: 920mm wide x 2400mm high Solid Core MDF doors with metal frame Play rooms, Sleep Rooms, Reception, Office, Program Rooms, Staff Rooms: 920mm wide x 2400mm high 0.38mm thick single leaf laminated glazed door including metal frame Outdoor Store Room: 1900mm x 2040mm double leaf solid core external fire door including metal frame Solid core door ; single leaf ; steel framed (exact size varies - approx 920mm x 2400mm high) Solid core door ; double leaf ; steel framed (exact size varies - approx 2000mm x 2400mm high) Double service cupboard door ; steel framed Laminate glazed (10.38mm thick); single leaf ; steel framed (exact size varies approx 920mm x 2400mm high) Laminate glazed (10.38mm thick); single leaf ; steel framed (exact size varies approx 1800mm x 2400mm high) E/O to doors for safety decals (per door leaf) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included

525.00 m2 554.00 m2

$225.00 $15.00

0.00% 0.00%

$118,125.00 $8,310.00

568.00 m2

$120.00

0.00%

$68,160.00

24.00 each

$1,100.00

0.00%

$26,400.00

2.00 each

$1,500.00

0.00%

$3,000.00

5.00 each 3.00 each

$950.00 $1,656.00

0.00% 0.00%

$4,750.00 $4,968.00

7.00 each

$2,160.00

0.00%

$15,120.00

$50.00 $600.00

0.00% 0.00%

$500.00 $18,600.00

$7,500.00

0.00%

$7,500.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL INCL INCL INCL INCL

Toilets, kitchen, store rooms, cleaner’s room: Commercial Grade Vinyl with 150mm coved skirting Outdoor Play: 1/3 turf, 1/3 sand pit, 1/3 timber Commercial grade vinyl floor with underlay, including screed and other preparation works PARTITIONS Base Specification Internal Dry Area Walls: Painted Plasterboard Nappy Change and Children’s Bathroom Walls: Tiled to 1000mm high full height with 600x300mm gloss white tiles with minimal grout joins to 2100mm OR Vinyl up 1000mm up wall Nappy Change and Children’s Bathroom Walls: Glazed partition from 1000mm to 2400mm OR as required for visibility by staff. Other toilets: Tiled 600x300mm gloss white tiles with minimal grout joins Store Room, Cleaners Room & Chute Rooms: Unpainted concrete walls Outdoor Store: Unpainted concrete walls Steel stud framed partition walls with insulation and plasterboard lining both sides 1000mm high [Length: 72] E/O to plasterboard lining for wetcheck boarding in wet areas E/O to partitions to create kitchen serving hatch WALL FINISHES Base Specification Internal Dry Area Walls: Painting to Plasterboard [Length: 298] Nappy Change and Children’s Bathroom Walls: Tiled to 1000mm high with 600x300mm gloss white tiles with minimal grout joins to 2100mm ($47/m2 tile supply) Waterproofing to wet areas Other toilets: Tiled 600x300mm gloss white tiles with minimal grout joins Store Room, Cleaners Room & Chute Rooms: Unpainted concrete walls Outdoor Store: Unpainted concrete walls Additional PPR Items Nappy Change and Children’s Bathroom Walls: Tiled to full height with 600x300mm gloss white tiles with minimal grout joins to 2100mm ($47/m2 tile supply)

Additional PPR Items Automatic glazed sliding door from lobby Laminated glazed (10.38mm thick) automatic double sliding door ; radar and push button operated (size approx 1800mm x 2400mm) FIXTURES (PSUM) WC (childrens) ; top of seat 250mm above FFL Staff WC Accessible WC 6 hand basins at childrens max height not to exceed 600mm Staff hand basin with taps Accessible hand basin with taps Accessible shower Stainless steel bath Large laundry tub with taps

15 of 36

234.00 m2 1.00 Item

1,370.00 m2 87.00 m2

87.00 m2 Note Note Note

Note Note Note Note Note

Note Note

Note

10.00 No 31.00

Note 1.00 No

6.00 1.00 2.00 12.00 1.00 2.00 2.00 1.00 1.00

each each each each each each each each each

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/29R 4/30A 4/30B 4/30C 4/30D

1.6n) 1.6n) 1.6n) 1.6n) 1.6n)

4/30E 4/30F

1.6n) 1.6n)

4/30G 4/30H 4/30J 4/30K 4/30L

1.6n) 1.6n) 1.6n) 1.6n) 1.6n)

4/33A

1.6o)

4/34A

1.6o)

4/34B

1.6o)

4/34C 4/34D

1.6q) 1.6q)

4/34E

1.6r)

4/35A

1.6s)

4/08/2020

Description Cleaners sink with taps Kitchen hand wash sink with taps Kitchen double bowl cleaning sink with taps Kitchen single bowl food preparation sink with taps Soap dispensers, toilet roll dispensers, paper towel dispensers, mirrors and other sundry fixtures Change bench (staff) Ladder with the ability to slide along a rail attached to the bench for older children to access the bench themselves Coat hook Fan convention electric oven Gas cook top with 6 no. large burners Top load commercial dishwasher Clock JOINERY Allowance for Joinery - PSUM 750mm x 1400mm wide reception desk with laminated melamine bench top 2500mm to 3000mm x 650mm deep workstation to accommodate 3x desk tops Laminex shelving above work station; circa 3m length 1000mm x 1000mm x 1200mm wide cupboard with adjustable storage shelving and lockable 3910mm x 650mm x 1200mm high bag storage shelving 2000mm x 650mm x 1200mm high lockable cupboards to suit single bowl 1910mm x 650mm x 1200mm high open shelving below bench to suit single bowl 3910mm x 600mm deep overhead cupboards 1800mm x 600mm deep shelves 5200mm x 300mm deep joinery unit with 20 no. 450mm x 450mm openings for storage 450mm x 450mm high square opening shelves Shelving to accommodate large bulky items and shelving for a large number of storage crates (plastic storage bins) Broom storage cupboards; 1500mm x 650mm x 1200mm high lockable cupboards to suit single bowl 1480mm x 650mm x 1200mm high open shelving below bench to suit single bowl 2980mm x 600mm deep overhead cupboards above single bowl 2600mm x 300mm deep joinery unit with 20 no. 450mm x 450mm openings for storage of children's belongings 450mm x 450mm high square opening shelves 4575mm x 650mm deep bag storage shelving 2980mm x 600mm deep nappy change bench with 20 no. 450mm x 450mm openings for storage of children's belongings 450 x 450mm square opening shelves 3100mm x 600mm deep nappy change bench with 20 no. 450mm x 450mm openings for storage of children's belongings EQUIPMENT Base Specification 1 x microwave 3 x soap dispenser above basins 5 x paper towel dispensers Mirrors at low level 5 x Toilet roll dispensers 1 x soap dispenser above basins 1 x paper towel dispensers 1 x Mirrors at compliant height 1 x Accessible toilet roll dispensers Change Bench Additional PPR Items 1 x Gas cook top with commercial grade exhaust extract over 1 x Electric fan forced oven 1 x Commercial grade dishwasher 1 x Boiling water unit (integrated with sink) 2 x double door fridges 1 x double door freezer 1 x microwave 1x pantry SIGNAGE Base Specification Statutory signage: Wayfinding signage: EXTERNAL & LANDSCAPING Planter to northern face planted with species approved to be used in a child care centre Shade Umbrellas to outdoor childcare area (Provisional Sum) COUNCIL SUPPLIED Tables and chairs, loose furniture and all loose play items Sand pits Fixed play equipment Decorative wall coverings to children’s rooms Signage for business opening hours, logo, etc Graphics & Interpretive display Linens, dinnerware, cutlery, cups and the like All consumables such as toilet paper, paper towel, cleaning detergents and the like.

Sub-Total - Level 1 Childcare Centre Full fitout

Quantity Unit

Rate

Markup

Total

1.00 5.00 5.00 5.00 1.00

each each each each Item

$0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL

1.00 Item 1.00 Item

$0.00 $0.00

0.00% 0.00%

INCL INCL

1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item

$0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL

1.00 Item

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

$2,500.00 $0.00

0.00% 0.00%

$2,500.00

$0.00

0.00%

INCL

1.00 Item Note Note

Note

Excluded

$811,863.41

FITOUT - ALLIED HEALTH - LEVEL 1 GENERAL Base Specification

Billbergia

16 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/35B

1.7a)

4/35C 4/35D

1.7a) 1.7a)

4/35E

1.7b)

4/35F

1.7c)

4/36A

1.7c)

4/36B

1.7d)

4/36C

1.7e)

4/36D

1.7e)

4/36E

1.7f)

4/36F

1.7f)

4/36G 4/37A

1.7g) 1.7g)

4/37B

1.7h)

4/37C 4/37D

1.7i) 1.7i)

4/37E

1.7i)

4/37F

1.7j)

4/37G

1.7k)

4/37H

1.7k)

4/37J

1.7l)

4/38A

1.7l)

4/38B

1.7m)

4/38C

1.7m)

4/38D

1.7n)

4/08/2020

Description

Quantity Unit

The Allied Health spaces will be located together so that the spaces can be combined into a larger tenancy if required. Additional PPR Items Warm Shell – Plasterboard unpainted Walls & Ceiling tiles. Concrete floor set down only MECHANICAL SERVICES Base Specification Mechanical Ventilation provision from a central plant to be capped off to each AHI space for fitout by Tenant HYDRAULIC SERVICES Base Specification Potable water supply capped at high level Drainage point capped off for each AHI space Additional PPR Items Separate water metering TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Base Specification Electrical Distribution Board provided with 3 phase as part of Cold Shell 6 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant Additional PPR Items Electrical Distribution Board provided with 3-phase as part of Cold Shell 6 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant SECURITY Base Specification Security to shopfront by Tenant Additional PPR Items To Council's requirements (swipe + abloy) ACOUSTICS Base Specification Adhere to acoustic report requirements Acoustic treatment to walls [Length: 51] Acoustic treatment to ceilings LIGHTING Base Specification General lighting to provide safe movement Lighting fitout by Tenant GLAZING Base Specification 10.38 laminated Low E clear vision framed glazing with powdercoat finish Shopfront bulkhead detail including fixings back to structure Additional PPR Items Shopfront with Frameless glass entry doors, glazed pivot door with hardware - Extra Over FLOORING Base Specification 50mm setdown to allow for tenant fitout PARTITIONS Base Specification Internal Partitions fitout by Tenant Additional PPR Items Plasterboard unpainted Walls up to 3400mm high CEILINGS Base Specification Ceiling fitout by Tenant Additional PPR Items Acoustic Ceiling tiles Metal framed grid ceilings with acoustic tiles (assume perforated metal or similar) DOORS & HARDWARE Base Specification Doors & hardware part of glazing only Additional PPR Items Doors & hardware part of glazing only and rear solid door access to BOH Corridor inclusive of leverset, locks, swipe access, door closer, etc FURNITURE/FIXTURES & EQUIPMENT Base Specification FF&E fitout by Tenant Sub-Total - Level 1 Allied Health

FITOUT - COMMUNITY SPACE & KITCHEN GENERAL 4/38E 1.8a) The proposed Social Enterprise Café and Community Kitchen on Level 1 will be a flexible space used for hospitality café training space, community kitchen cooking classroom, informal meeting spaces, and function spaces.

4/38F

Billbergia

1.8b)

MECHANICAL SERVICES Additional PPR Items Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout This is to be part of 3000L/s overall KEX for RRC HYDRAULIC SERVICES Base Specification

17 of 36

Rate

Markup

Total

Note

Note Note

Note

INCL

Note

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

EXCL

Note

$0.00

0.00%

INCL

$0.00 $0.00

0.00% 0.00%

INCL INCL

$0.00

0.00%

INCL

110.00 m2 20.00 m

$750.00 $0.00

0.00% 0.00%

$82,500.00 INCL

52.00 m2

$350.00

0.00%

$18,200.00

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

EXCL

$60.00

0.00%

$24,660.00

$0.00

0.00%

EXCL

$90.00

0.00%

$32,310.00

$0.00

0.00%

INCL

$1,100.00

0.00%

$1,100.00

Note

$0.00

0.00%

EXCL $158,770.00

Note

$0.00

0.00%

INCL

$10,000.00

0.00%

$10,000.00

293.00 m2 359.00 m2

Note

411.00 m2

359.00 m2

1.00 each

1.00 Item

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/39A

1.8c)

4/39B

1.8d)

4/39C

1.8e)

4/39D

1.8f)

4/39E

1.8f)

4/39F 4/40A 4/40B

1.8g) 1.8g) 1.8g)

4/40C

1.8h)

4/40D

1.8h)

4/40E 4/40F 4/40G

1.8i) 1.8i) 1.8i)

4/40H

1.8i)

4/40J

1.8i)

4/40K

1.8j)

4/41A

1.8j)

4/41B

1.8j)

4/41C

1.8k)

4/41D 4/41E

1.8k) 1.8k)

4/41F

1.8k)

4/41G

1.8l)

4/41H

1.8l)

4/41J

1.8m)

4/42A

1.8m)

4/42B

1.8n)

4/08/2020

Description Potable water supply 1 x Sewer and drainage points capped or at agreed locations prior construction Separate water metering 1 x Grease arrestor connection point capped off Trade waste point TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Base Specification Electrical Distribution Board provided with single 3-phase as part of Cold Shell - for fitout of services by the Tenant warm shell 6 x 20Amp DGPO’s to connect into the fitout 4 x DGPO to connect into the fitout SECURITY Base Specification (PSUM) Security to shopfront by Tenant Additional PPR Items (PSUM) Swipe Access + 2 off. 3m wide Roller Shutters with manual override ACOUSTICS Base Specification Adhere to acoustic report requirements Selected Acoustic wall treatment [Length: 32] Selected Acoustic ceiling treatment LIGHTING Base Specification General lighting to provide safe movement Lighting fitout by Tenant Additional PPR Items Allow Feature Lighting to match foyer to community space GLAZING/SHOPFRONT Base Specification 10.38 laminated Low E clear vision framed glazing with powdercoat finish Aluminium framed shop front glazing (full height) [Length: 24] Shopfront bulkhead detail including fixings back to structure [Length: 24] Additional PPR Items Glazed Shopfront Timber battens at 400mm C/C in front of glazing to create privacy screens. Allow for frosting / banding where required. Full height glazed partitions facing foyer E/O to shop front glazing for curved appearance (assume faceted) FLOORING Base Specification 30-50mm setdown to allow for tenant fitout Additional PPR Items 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2) Commercial grade vinyl flooring coved 150mm up wall to kitchen Plasterboard ceiling with lighting. Glass partitions to create open space and encourage connectivity. PARTITIONS Base Specification Internal Partitions as part of fitout WALL FINISHES Base Specification Painting to walls [Length: 39] Painting to Columns [Number of: 4] Additional PPR Items Timber battens at 400mm C/C in front of glazing to create privacy screens. Allow for frosting / banding where required. [Length: 32] CEILINGS Base Specification Ceiling fitout by Tenant Additional PPR Items Feature Ceiling to match Foyer DOORS & HARDWARE Doors & hardware fitout by Tenant FURNITURE/FIXRTURES & EQUIPMENT Base Specification FF&E fitout by Tenant Additional PPR Items Provisional Allowance for university style built-in furniture. E.G. Booths/ Loose furniture for informal community use of space. Stainless steel benches and kitchen appliances, rangehood, etc Sub-Total - Level 1 Community Space & Kitchen

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note 144.00 m2 351.00 m2

$0.00 $0.00 $0.00

0.00% 0.00% 0.00%

INCL INCL INCL

$750.00 $0.00

0.00% 0.00%

$103,500.00 INCL

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

INCL

Note

Note 138.00 m2 24.00 m

$0.00

0.00%

EXCL

$220.00

0.00%

$77,220.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

EXCL

224.00 m2 60.00 m2

$15.00 $15.00

0.00% 0.00%

$3,360.00 $900.00

183.00 m2

$260.00

0.00%

$47,580.00

$0.00

0.00%

EXCL

$500.00

0.00%

$175,500.00

Note

$0.00

0.00%

EXCL

Note

$0.00

0.00%

EXCL

Note

$0.00

0.00%

PSUM

351.00 m2

Note 351.00 m2

$418,060.00

FITOUT - CAFE & KITCHEN 4/42C

1.9a)

GENERAL The proposed Social Enterprise Café and Community Kitchen on Level 1 will be a flexible space used for hospitality café training space, community kitchen cooking classroom, informal meeting spaces, and function spaces.

Note

$0.00

0.00%

$0.00

MECHANICAL SERVICES

Billbergia

18 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/42D

1.9b)

4/42E

1.9c)

4/42F

1.9d)

4/43A

1.9e)

4/43B

1.9f)

4/43C

1.9h)

4/43D

1.9i)

4/43E 4/43F 4/43G 4/43H

1.9i) 1.9i) 1.9i) 1.9i)

4/43J

1.9j)

4/43K

1.9j)

4/43L

1.9k)

4/44A

1.9k)

4/44B 4/44C 4/44D

1.9k) 1.9k) 1.9k)

4/44E 4/44F

1.9l) 1.9l)

4/44G

1.9l)

4/44H

1.9m)

4/44J

1.9n)

4/08/2020

Description Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout This is to be part of 3000L/s overall KEX for RRC HYDRAULIC SERVICES Potable water supply capped at high level 1 x Sewer and drainage points capped off in space Separate water metering 1 x Grease arrestor connection point capped off Trade waste point TELECOMMUNICATIONS/DATA 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Electrical Distribution Board provided with single phase as part of Cold Shell - for fitout of services by the Tenant 6 x 20Amp DGPO 4 x DGPO SECURITY Swipe Access + 2 off. 3m wide Roller Shutters with manual override LIGHTING Allow Feature Lighting to match foyer to community space GLAZING/SHOPFRONT Glazed Shopfront Timber battens at 400mm C/C in front of glazing to create privacy screens. Allow for frosting / banding where required. Serving window for Café Full height glazed partitions facing foyer Shopfront bulkhead detail including fixings back to structure Glazed concertina / stacking wall includes beam and solid partition above ceiling level FLOORING 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2) - Cafe Area Commercial grade vinyl flooring coved 150mm up wall to kitchen including preparation - Kitchen PARTITIONS Plasterboard lining fixed to base build blockwork WALL FINISHES Feature Walls to match Foyer to café Timber batten feature privacy screen battens at 400mm cc) Painting to walls Painting to Columns [Number of: 5] CEILINGS Feature Ceiling to match Foyer Timber feature ceiling ; timber battens on acoustic backing and subframing (assume woodform or similar) Plasterboard to kitchen DOORS & HARDWARE Doors & hardware fitout by Tenant FURNITURE/FIXTURES/EQUIPMENT Stainless steel benches and kitchen appliances, rangehood, etc Sub-Total - Level 1 Café & Kitchen

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

$750.00 $0.00 $1,200.00

0.00% 0.00% 0.00%

$69,750.00 INCL $51,600.00

108.00 m2

$220.00

0.00%

$23,760.00

114.00 m2

$220.00

0.00%

$25,080.00

301.00 m2

$32.00

0.00%

$9,632.00

48.00 m2 301.00 m2 129.00 m2

$260.00 $15.00 $15.00

0.00% 0.00% 0.00%

$12,480.00 $4,515.00 $1,935.00

Note 102.00 m2

$500.00

0.00%

$51,000.00

109.00 m2

$90.00

0.00%

$9,810.00

Note Note 93.00 m2 22.00 m 43.00 m2

Note

Excluded

Note

INCL - PSUM $259,562.00

FITOUT - LEVEL 2 FITOUT - LOBBY LEVEL2 (FOYER & AMENITIES) MECAHNICAL SERVICES Base Specification 4/44K 1.10b) Amenities / Store Rooms / Cleaners Store: Mechanically ventilated amenities and exhaust and/or fresh air supply. Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards

4/45A

1.10c)

4/45B

1.10c)

4/45C

1.10d)

4/45D 4/45E

1.10e) 1.10e)

4/45F

1.10e)

Billbergia

COMMS/DATA Base Specifications 1 x Data point to each Reception desk 1 x MATV point 1 x Telephone point to Reception desk Additional PPR Items Wifi throughout for Staff & Public Audio/PA system throughout (for centre announcements) HYDRAULIC SERVICES Base Specifications Potable hot & cold-water supply to all taps Non-potable water system for flushing, irrigation and wash down purposes 1 x Cleaner’s tap to cleaner’s store Sanitary plumbing and vent piping systems As per relevant AS & BCA Standards for Plumbing & Drainage ELECTRICAL SERVICES Base Specifications Power: 1 x Waterproof DGPO per external area with lock Lighting: Downlights to all FOH spaces •Batten lighting to all BOH spaces •Lux levels as per AS & BCA Standards Electrical Equipment: (Provisional Sum) ; •2x TV screens •PA / Audio System Additional PPR Items

19 of 36

Note

$0.00

0.00%

$0.00

Note Note

$0.00 $0.00

0.00% 0.00%

$0.00 $0.00

Note

$0.00

0.00%

$0.00

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/45G

1.10e)

4/46A

1.10f)

4/46B 4/46C 4/46D

1.10g) 1.10g) 1.10g)

4/46E

1.10h)

4/46F 4/46G 4/46H 4/46J

1.10i) 1.10i) 1.10i) 1.10i)

4/46K 4/46L

1.10i) 1.10i)

4/47A 4/47B

1.10i) 1.10i)

4/47C 4/47D

1.10i) 1.10i)

4/47E

1.10i)

4/47F 4/47G

1.10i) 1.10i)

4/47H

1.10j)

4/47J

1.10j)

4/47K

1.10j)

4/47L 4/48A 4/48B 4/48C

1.10j) 1.10j) 1.10j) 1.10j)

4/48D 4/48E 4/48F

1.10j) 1.10j) 1.10j)

4/48G 4/48H

1.10j)

4/48J

1.10j)

4/48K 4/48L 4/48M

1.10K) 1.10K) 1.10K)

4/48N 4/48P 4/49A 4/49B

1.10K) 1.10K) 1.10K) 1.10K)

4/49C

1.10K)

4/49D

1.10l)

4/49E

1.10l)

4/49F

1.10l)

4/49G

1.10l)

4/49H 4/49J

1.10m) 1.10m)

4/50A

1.10m)

Billbergia

4/08/2020

Description Feature Lighting to lobby + downlights elsewhere per Level 01 SECURITY Base Specifications Swipe Access to main entry doors Intruder alarm system Intercom system CCTV monitoring system ACOUSTICS Base Specifications Adhere to acoustic report requirements Selected Acoustic Treatment to walls [Length: 44] Selected Acoustic Treatment to Ceilings GLAZING Base Specifications Commercial frameless balustrade ; approx. 1000mm high (stairs to L2) FLOORING Base Specifications Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards Foyer : 1200x600mm ceramic tile with matching coloured grout Tiled Skirting 150mm high Amenities: 300x300mm ceramic tile with matching coloured grout Foyer - 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2) Extra over for Running Track finishes and line markings Amenities - 600 x 300 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $55/m2) E/O to floor waterproofing +upturns as necessary Allowance for steel framed stairs with timber finish to stair treads (assume to treads and risers) Allowance for tactiles as necessary - TGI Additional PPR Items (Blue) Amenities: Commercial grade Vinyl coved up 150mm Stairs : Timber treads with feature lighting Painted steel structure PARTITIONS Base Specifications E/O to plasterboard lining for wetcheck boarding in wet areas - 2700mm high [Length: 77] Toilet / Shower cubicles including all doors, fixings and ancillaries ; HMR Additional PPR Item Amenities:Compact laminate as per CBC specification WALL FINISHES Base Specifications Dry Areas: Painted plasterboard with insulation as required Wet Areas: 600x300mm gloss white tiles wall tiling Wall painting [Length: 146] Allowance for 600 x 300 gloss white tiles (full height) (allowed $47/m2 tile supply) [Length: 77] Allowance for lift lobby / wall feature finish (assumed) Allowance for waterproofing as necessary [Length: 77] Allowance to paint internal columns [Number of: 11] Additional PPR Item Dry Areas: Allow for 50% of walls to be timber veneer wall panelling E/O to painting for lining to partition walls (partition between lobby and sports hall) E/O for timber veneer panelling [Length: 97] CEILINGS Base Specifications Lobby: Suspended ceiling system - painted plasterboard Dry Areas: Suspended ceiling system - painted plasterboard Wet Areas: Suspended ceiling system - painted moisture resistant plasterboard Lobby - Set plasterboard ceiling fixed to suspended ceiling framing Dry - Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painting of ceilings Additional PPR Item Lobby : E/O Feature Cladding to underside of the mezzanine from Painted plasterboard DOOR & HARDWARE Base Specifications MDF solid core leaf with metal frame, painted finish Full door hardware including: Leverset, lockset, door closers, swipe, etc Fire rated solid core door ; single leaf ; steel framed (exact size varies - approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Creche solid core door ; single leaf ; steel framed (exact size varies - approx 1800mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included FIXTURES (PSUM) Base Specifications Parents Room: Proprietary Baby change table to parents room Cleaner’s Room: Stainless steel cleaner’s sink with mixer tap Sanitary Fixtures WC complete (including accessible)

20 of 36

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

$0.00

Note

PSUM

Note 138.00 m2 1,202.00 m2

33.00 m

INCL INCL INCL

$1,250.00

0.00%

$41,250.00

Note 941.00 m2

$220.00

0.00%

$207,020.00

122.00 m2 92.00 m2

$130.00 $150.00

0.00% 0.00%

$15,860.00 $13,800.00

$45.00 $8,000.00

0.00% 0.00%

$4,140.00 $24,000.00

$720.00

0.00%

$7,200.00

$0.00 $2,000.00

0.00% 0.00%

INCL $6,000.00

$50.00

0.00%

$10,400.00

14.00 each

$1,500.00

0.00%

$21,000.00

14.00 each

$300.00

0.00%

$4,200.00

Note Note 452.00 m2 208.00 m2

$15.00 $142.00

0.00% 0.00%

$6,780.00 $29,536.00

$2,500.00 $45.00 $15.00

0.00% 0.00% 0.00%

$7,500.00 $9,360.00 $3,030.00

Note 185.00 m2

$15.00

0.00%

$2,775.00

159.50 m2

$80.00

0.00%

$12,760.00

Note Note Note

$0.00 $0.00 $0.00

0.00% 0.00% 0.00%

$0.00 $0.00 $0.00

m2 m2 m2 m2

$75.00 $55.00 $10.00 $15.00

0.00% 0.00% 0.00% 0.00%

$70,050.00 $5,390.00 $920.00 $16,860.00

417.00 m2

$410.00

0.00%

$170,970.00

$0.00

0.00%

$0.00

3.00 each

$2,300.00

0.00%

$6,900.00

1.00 each

$1,500.00

0.00%

$1,500.00

$600.00

0.00%

$2,400.00

Note Note

$0.00 $0.00

0.00% 0.00%

INCL INCL

6.00 each

$0.00

0.00%

INCL

Note Note Note Note

92.00 m2 3.00 mrise 10.00 m 92.00 m2 3.00 m/rise

208.00 m2

3.00 No 208.00 m2 202.00 m2

934.00 98.00 92.00 1,124.00

Note

4.00 No

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/50B 4/50C 4/50D

1.10m) 1.10m) 1.10m)

4/50E 4/50F 4/50G 4/50H 4/50J 4/50K 4/50L 4/50M

1.10m) 1.10m) 1.10m) 1.10m) 1.10m) 1.10m) 1.10m) 1.10m)

4/50N

1.10m)

4/50P

1.10n)

4/51A

1.10n)

4/51B

1.10o)

4/51C 4/51D

1.10p) 1.10p)

4/51E

4/08/2020

Description Wash basin including tapware Glass Reinforced Plastic waterfree urinals (Uridan) Accessible shower Fittings & Equipment Stainless Steel grab rail by Southern Cross Stainless Steel Kimberley Clark steel powder coated toilet tissue dispenser Wall mounted soap dispenser (no spec) Wall mounted paper towel dispenser Mirror (above basins) Electrical Hand dryers Baby change table Shower benches and general changing benches Additional PPR Item Amenities : Refer Council standard specification sheet. Note: S/S Sanitary fixtures not required. JOINERY (PSUM) Base Specifications Laminate finish Reception desk Approx. 7000mm long x 2200mm high backlit glass display cabinet including all joinery Additional PPR Items Extra laminate finish reception desks Approx. 7000mm long x 2200mm high backlit glass display cabinet including all joinery FURNITURE & EQUIPMENT (PSUM) Base Specifications 2 x 32-inch TV’s SIGNAGE Base Specifications Statutory signage: As per relevant AS & BCA Standards Wayfinding signage: (Provisional Sum) : Acrylic panel with vinyl lettering, glue fixed to wall CLIENT SUPPLIED Signage for business, opening hours, phone number etc. Reception desk furniture incl desks and chairs Loose furniture incl bins, chairs, tables and the like. Computer and digital equipment for Recreation Centre Operational requirements

Quantity Unit

Rate

Markup

Total

8.00 each 2.00 each 1.00 each

$0.00 $0.00 $0.00

0.00% 0.00% 0.00%

INCL INCL INCL

1.00 6.00 4.00 4.00 8.00 4.00 1.00 8.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL INCL INCL INCL

each each each each each each each each Note

INCL

9.00 m

$0.00

0.00%

INCL

8.00 m

$0.00

0.00%

INCL

$0.00

0.00%

INCL

$2,500.00 $0.00

0.00% 0.00%

$2,500.00 INCL

Note

1.00 Item Note

Note

EXCL

Sub-Total - Level 2 Lobby & Amenities

4/51F

1.11a)

4/52A

1.11a)

4/52B

1.11a)

4/52C

1.11a)

4/52D

1.11b)

4/52E

1.11b)

4/52F

1.11c)

4/53A

1.11d)

4/53B

1.11d)

4/53C

1.11e)

4/53D

1.11e)

Billbergia

$704,101.00

GENERAL Health Centre facilities include: •Health Club •3 x Studio Spaces •Covered Outdoor Area / Deck •Staff Office (1 staff) •Assessment Office (2 staff) •Amenities for members accommodating toilets, showers and change area

Note

$0.00

0.00%

$0.00

Entry and Access: (Provisional Sum) The Staff Control Point 1 within the public foyer will provide the surveillance of the Health Centre entry and main point of contact (2 staff). Entry into the Health Centre will include electronic access control.

Note

$0.00

0.00%

$0.00

Health Club: The Health Club is the main area for individual fitness activities and includes equipment for weights and cardio fitness. The space will be a double height space. Functions of Studio Spaces: •Studio 1: Group Fitness Classes for resistance, cardio, flexibility, interval, dance and specialist training. The space will include a raised stage area for the instructor. •Studio 2: Spin bicycles and requires a raised podium for the instructor. •Studio 3: Quiet fitness activities, such as pilates and yoga. *All studio spaces will generally be double height spaces. MECHANICAL SERVICES Base Specification Health Club, 3 x Studio Spaces, Staff Office (1 staff), Assessment Office (2 staff) ; Mechanically ventilated and air conditioned Safe room, Amenities, Store Rooms ; Mechanically ventilated amenities and exhaust and/or fresh air supply HYDRAULIC SERVICES Base Specification Potable hot & cold water supply to all taps Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems Separate water metering TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room 2 x MATV point Additional PPR Item Wifi throughout ELECTRICAL SERVICES Base Specification Power: Waterproof 1 x DGPO to Outdoor Deck , 6 x DGPO’s for general power , Power to all equipment (QTY TBA) Lighting: Downlights to all spaces , Lux levels as per AS & BCA Standards , 2 x MATV connection points

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

note

$0.00

0.00%

$0.00

note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

21 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/53E

1.11e)

4/53F

1.11f)

4/53G

1.11f)

4/53H

1.11g)

4/54A

1.11g)

4/54B

1.11h)

4/54C 4/54D

1.11h) 1.11h)

4/54E 4/54F

1.11i) 1.11i)

4/54G

1.11i)

4/54H 4/54J 4/54K

1.11i) 1.11i) 1.11i)

4/54L 4/54M

1.11i) 1.11i)

4/54N

1.11i)

4/54P 4/55A 4/55B 4/55C

1.11i) 1.11i) 1.11i) 1.11i)

4/55D 4/55E

1.11i) 1.11i)

4/55F

1.11j)

4/55G

1.11j)

4/55H

1.11j)

4/55J

1.11j)

4/55K 4/55L

1.11j) 1.11j)

4/55M 4/55N

1.11j) 1.11j)

4/56A

1.11j)

4/56B 4/56C 4/56D 4/56E

1.11k) 1.11k) 1.11k) 1.11k)

4/56F

1.11l)

4/56G

1.11l)

4/56H

1.11l)

4/56J 4/56K

1.11l) 1.11l)

4/08/2020

Description Additional PPR Item Power to all equipment (QTY TBA) SECURITY Base Specification Monitor to video doorbell to Health Club entry door Swipe Access to main entry door Lockable doors to offices, assessment office, store rooms and safe room Intruder alarm system CCTV monitoring system Additional PPR Item Security barriers with swipe access x 2 Security to match remainder of building ACOUSTICS Additional PPR Item Health Club, Group Fitness, Cycle Room & Health & Wellness: Operable walls to be acoustically rated Acousitc Treatment to ceilings GLAZING Base Specification 10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing Aluminium framed glazed partitions ; 10.38 laminated glazing Glazed biofold doors including all beams and solid wall above FLOORING Base Specification Assessment Room & Office: Carpet Tiles Health Club & Cycle Room: Rubber Flooring. Thicker rubber flooring may be required in the free weights area. Group Fitness: Sprung Timber Floor Rubber floor Store: Sealed Concrete Wet Areas: 300x300mm ceramic tiles Health Club & Cycle Room:8mm sprung floor Regupol Rubber (Everoll Core range)

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

667.00 m2

$0.00

0.00%

INCL

1,172.00 m2

$0.00

0.00%

INCL

$0.00

0.00%

$0.00

$500.00 $850.00

0.00% 0.00%

$106,500.00 $70,550.00

Note Note

$0.00 $0.00

0.00% 0.00%

$0.00 $0.00

Note

$0.00

0.00%

$0.00

$0.00 $0.00 $230.00

0.00% 0.00% 0.00%

$0.00 $0.00 $230,690.00

Note 213.00 m2 83.00 m2

Note Note 1,003.00 m2

E/O to padded floors for thickening at weights areas Wet Areas: 300x300mm ceramic tiles - $47/m2 PC Supply or VINYL flooring all installed Assessment Room & Office: Flotex carpet with underlay including floor preparation

1.00 Item 156.00 m2

$10,000.00 $110.00

0.00% 0.00%

$10,000.00 $17,160.00

23.00 m2

$80.00

0.00%

$1,840.00

Allowance for concrete sealer to store rooms Allowance for waterproofing wet zones and external play areas E/O to floor waterproofing for upturns as necessary Unit rate allowance for skirtings, divider strips and other ancillary items Additional PPR Item Wet Areas: Commercial Vinyl with 150mm coved skirting Outdure 'Qwickbuild' Timber deck PARTITIONS Base Specification E/O to plasterboard lining for wetcheck boarding in wet areas - 2700mm high

9.00 260.00 44.00 556.00

m2 m2 m m

$11.00 $45.00 $45.00 $15.00

0.00% 0.00% 0.00% 0.00%

$99.00 $11,700.00 $1,980.00 $8,340.00

156.00 m2 104.00 m2

$0.00 $350.00

0.00% 0.00%

INCL $36,400.00

276.00 m2

$10.00

0.00%

$2,760.00

19.00 each

$1,500.00

0.00%

$28,500.00

68.00 m2

$1,200.00

0.00%

$81,600.00

276.00 m2

$142.00

0.00%

$39,192.00

667.00 m2 276.00 m2

$15.00 $0.00

0.00% 0.00%

$10,005.00 NA

276.00 m2 438.00 m2

$35.00 $15.00

0.00% 0.00%

$9,660.00 $6,570.00

$25,000.00

0.00%

$25,000.00

$75.00 $10.00 $130.00 $15.00

0.00% 0.00% 0.00% 0.00%

$91,200.00 $1,130.00 $13,650.00 $19,800.00

$0.00

0.00%

$0.00

12.00 each

$2,300.00

0.00%

$27,600.00

1.00 each

$1,500.00

0.00%

$1,500.00

3.00 each 16.00 each

$1,500.00 $600.00

0.00% 0.00%

$4,500.00 $9,600.00

Toilet / Shower cubicles including all doors, fixings and ancillaries ; HMR Additional PPR Items Solid operable wall including all beams and plasterboard above WALL FINISHES Base Specification Wet Area: Tiled with 600x300mm gloss white tiles with minimal grout joins - Supply $47/m2 Wall painting Allowance for 600 x 300 gloss white tiles (full height) (allowed $47/m2 tile supply) Allowance for waterproofing as necessary Allowance to paint internal columns Additional PPR Items Mirrors to studio and weights area CEILINGS Base Specification Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painted FC ceilings to externals Painting of plasterboard ceilings DOORS & HARDWARE Base Specification MDF solid core leaf with aluminum frame, painted finish Fire rated where required HMR toilet partitions with locks DDA Compliant hardware where required Fire rated solid core door ; single leaf ; steel framed (exact size varies - approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Solid core door ; double leaf ; steel framed (exact size varies - approx 2000mm x 2040mm high) Double service cupboard door ; steel framed Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included

1.00 Item

1,216.00 113.00 105.00 1,320.00

m2 m2 m2 m2

Note

FIXTURES (PSUM) Base Specification

Billbergia

22 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/57A

1.11m)

4/57B 4/57C 4/57D 4/57E 4/57F 4/57G 4/57H 4/57J 4/57K 4/57L 4/57M 4/57N 4/57P 4/57Q

1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m) 1.11m)

4/58A 4/58B 4/58C 4/58D

1.11n) 1.11n) 1.11n) 1.11n)

4/58E

1.11o)

4/58F

1.11o)

4/58G

1.11p)

4/58H 4/58J

1.11q) 1.11q)

4/58K

4/08/2020

Description •Wall faced toilet suites •Hand basin with polished mixer tap •Mirror to Hand basin area •Toilet roll holder to each stall •Wall mounted paper towel dispenser •Wall mounted soap dispenser •Urinals to Male WC •Waste disposal area •DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails Lockers & Pigeon Holes (66% lockers) WC complete (including accessible) Wash basin including tapware Cleaners sink with taps Shower Accessible shower Stainless Steel grab rail Toilet tissue dispenser Wall mounted soap dispenser (no spec) Wall mounted paper towel dispenser Mirror (above basins) Electrical Hand dryers Coat hooks Baby change table Shower benches and general changing benches JOINERY (PSUM) Base Specification Laminate benchtop and joinery reception desk 14000mm long locker / pigeon hole unit General benches etc through centre Stages / raised floors in studios EQUIPMENT Base Specification •Defribulator •Health Centre equipment (Provisional Sum) All special gym equipment, loose items and other fitments allowed as a separate provisional sum SIGNAGE Statutory Signage by Main Contractor LANDSCAPING Additional PPR Item Timber decking to outdoor deck area Outdure 'Qwickbuild' Timber deck CLIENT SUPPLIED •Loose furniture items •Signage for business, opening hours, phone number etc. •Health Centre Equipment eg. Treadmills, free weights, weight racks, cable machines and the like. Sub-Total - Level 2 Health Centre

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

$0.00

each each each each each each each each each each each each each each

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Note Note Note Note

$0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL

$2,500.00

0.00%

$2,500.00

$580.00

0.00%

$60,900.00

13.00 9.00 1.00 9.00 1.00 1.00 13.00 9.00 9.00 9.00 4.00 9.00 1.00 9.00

Note Note

1.00 Item

Note 105.00 m2 Note

$930,926.00

FITOUT - SPORTS HALL

4/59A

1.12a)

GENERAL Base Specification The Sports Hall will be used for sports training and local sporting competition. The Sports Hall will occasionally be hired out for larger community events and sporting competitions. For example, the Five Dock Leisure Centre accommodates events such as a Kids Market, Jiu Jitsu Sports Competition and Indoor Rowing Competition.

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note Note

$0.00 $0.00

0.00% 0.00%

$0.00 $0.00

The Sports Hall is to be sized for 2 x netball courts meeting the requirements of the International Netball Federation – Rules of Netball and Netball Australia: • Court size 30.5m x 15.25m with 3.05 clear over run space all around. • Clear height of 8.3m. • Lines are 50mm wide •The Sports Hall will be line marked for: o Netball o Basketball o Futsal o Badminton The following facilities to be included: •Toilets, showers, change area and lockers. • Sports court net to include clear sections to allow structural columns to be viewed. • Store required for the sports courts equal to the existing (approx. 5m x 30m) • Staff Office / First Aid Room shared with the Sports Hall, with space for bed, sink, first aid kit, ice machine and desk space. Walls behind the Futsal goal areas will need to be solid masonry up to 2.4m high. Large door openings will be provided at the northern end to allow the halls to open out onto the foyer space when used for larger events, but locked at other times.

4/60A

1.12a)

4/60B 4/60C

1.12b) 1.12b)

Billbergia

Additional PPR Item Mezzanine to accommodate 50 spectators per sports court (100 total) – 1200mm high impact resistant glass balustrade to mezzanine looking over courts. Pending further development to this item MECHANICAL SERVIES Base Specifications First Aid Room: Mechanically ventilated, air conditioned Courts and store rooms: Mechanically ventilated by means of exhaust and/or fresh air supply

23 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/60D

1.12c)

4/60E

1.12c)

4/60F

1.12d)

4/60G 4/60H

1.12e) 1.12e)

4/60J

1.12e)

4/61A

1.12f)

4/61B 4/61C

1.12g) 1.12g)

4/61D

1.12h)

4/61E 4/61F 4/61G

1.12i)

4/61H 4/61J 4/62A

1.12i) 1.12i) 1.12i)

4/62B 4/62C

1.12j) 1.12j)

4/62D 4/62E

1.12j) 1.12j)

4/62F 4/62G 4/62H

1.12j) 1.12j) 1.12j)

4/62J 4/62K 4/62L

1.12k) 1.12k) 1.12k)

4/63A

1.12l)

4/63B

1.12l)

4/63C

1.12l)

4/63D

1.12l)

4/63E

1.12m)

4/63F 4/63G

1.12n) 1.12n)

4/63H

1.12n)

Billbergia

4/08/2020

Description

Quantity Unit

Additional PPR Items Courts and store rooms: Air conditioned TELECOMMUNICATIONS/DATA Additional PPR Item •Allow for Audio / PA system throughout centre for announcements (all of Level 2 + Mezzanine) •Wifi throughout HYDRAULIC SERVICES Nil Specification ELECTRICAL SERVICES Base Specification Power : 8 x DGPO for general power , 2 x MATV points Lighting: High bay lights to Multi court , General lighting to all FOH spaces , Batten lighting to store rooms Additional PPR Item Electronic Score Boards SECURITY Base Specification Access into the Sports Hall will be controlled from the Staff Control Points. Staff from these areas will have the ability to unlock access doors into the sports hall from a button control Swipe Access to main entry doors Lockable store rooms and first aid rooms Intruder alarm system Intercom system CCTV monitoring system Centralised Security Control Room ACOUSTICS Additional PPR Item Selected Acoustic Treatment to Walls Selected Acoustic treatment to ceiling areas GLAZING 10.38 laminated Low E clear vision framed glazing with powdercoat finish Design to maximize use of natural lighting Glazed Partitions to First Aid Office FLOORING Base Specifications Store Rooms: Sealed Concrete Multi Court: Sprung Timber flooring Timber sprung floor consisting of 2 x 19mm ply on steel spring mounts with 100mm cavity (Embelton NXS or similar) Allowance for concrete sealer to store rooms and BOH Perimeter detailing of flooring incl skirtings Allowance for tactiles as necessary PARTITIONS Base Specification Multi Court: Gyprock lining to masonry perimeter walls Multi Court: Acoustic wall panel. Mezz-Soffit external walls to be lightweight walls with acoustic treatment Full-height dividing retractable net separating two courts. Set from mezzanine to U/S L03/L04. Solid operable wall including all beams and plasterboard above Block wall infill between operable wall incl paint both sides WALL FINISHES Base Specification E/O to plasterboard for linings to blockwork captured in Gymnasium Walls E/O to plasterboard for linings to blockwork captured in Health Club Walls E/O to plasterboard for linings to blockwork captured for Sports Hall CEILINGS Base Specification Multi Court: Painted concrete soffit Acoustic lining (unspecified) to soffit above multi court Assume 1500mm high Vertical face Bulkhead allowance with acoustic panelling to Sports Hall outline DOORS & HARDWARE Base Specification Solid MDF Doors 2400mm high – painted All hardware + security access, etc Entry doors to Sports Hall to be 3m wide sliding glazed doors Fire rated solid core door ; single leaf ; steel framed (exact size varies - approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Fire rated solid core door ; single leaf ; steel framed (exact size varies - approx 1800mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included FIXTURES (PSUM) Base Specification All columns and obstructions within the space will require safety padding JOINERY (PSUM) Base Specification Storage room joinery Other joinery as may be required Additional PPR Item Spectator bench seating - TBC

24 of 36

Rate

Markup

Total

Note Note

$0.00 $0.00

0.00% 0.00%

$0.00 $0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

557.00 m2 840.00 m2

$0.00 $0.00

0.00% 0.00%

INCL INCL

41.00 m2

$750.00

0.00%

$30,750.00

Note Note 1,664.00 m2

$0.00 $0.00 $225.00

0.00% 0.00% 0.00%

$0.00 $0.00 $374,400.00

$15.00 $30.00 $2,500.00

0.00% 0.00% 0.00%

$1,830.00 $4,950.00 $2,500.00

58.00 m2 96.00 m2

$1,200.00 $260.00

0.00% 0.00%

$69,600.00 $24,960.00

138.00 m2 126.00 m2 152.00 m2

$32.00 $32.00 $32.00

0.00% 0.00% 0.00%

$4,416.00 $4,032.00 $4,864.00

Note 840.00 m2 241.00 m2

$0.00 $0.00 $300.00

0.00% 0.00% 0.00%

EXCL NA $72,300.00

$0.00

0.00%

$0.00

1.00 each

$2,300.00

0.00%

$2,300.00

5.00 each

$2,300.00

0.00%

$11,500.00

6.00 each

$600.00

0.00%

$3,600.00

Note

$0.00

0.00%

INCL

Note Note

$0.00 $0.00

0.00% 0.00%

INCL INCL

Note

$0.00

0.00%

INCL

Note

122.00 m2 165.00 m 1.00 Item

Note Note

Note

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/63J

1.2c)

4/64A

1.2e)

4/64B

1.2p)

4/64C

4/08/2020

Description FURNITURE & EQUIPMENT (PSUM) Base Specification PA / Audio System Additional PPR Item Electronic scoreboard per court. SIGNAGE Statutory Signage by Main Contractor CLIENT SUPPLIED Loose Furniture Operator to provide business signage. Sub-Total - Level 2 Sports Hall

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

$2,000.00

0.00%

$2,000.00

$0.00

0.00%

EXCL

1.00 Item Note

$614,002.00

FITOUT - GYMNASTICS CENTRE 4/64D

1.13a)

4/64E

1.13b)

4/65A

1.13c)

4/65B

1.13c)

4/65C

1.13d)

4/65D

1.13e)

4/65E

1.13e)

4/65F 4/65G

1.13f) 1.13f)

4/65H

1.13g)

4/65J

1.13h)

4/65K

1.13h)

4/66A 4/66B 4/66C 4/66D 4/66E 4/66F 4/66G 4/66H 4/66J

1.13i) 1.13i) 1.13i) 1.13i) 1.13i) 1.13i) 1.13i) 1.13i) 1.13i)

4/66K

1.13i)

4/66L

1.13j)

4/66M

1.13j)

4/66N 4/66P

1.13j) 1.13j)

4/66Q 4/67A 4/67B

1.13j) 1.13j) 1.13j)

Billbergia

GENERAL (PSUM) The Gymnastics Centre is designed to accommodate the following gymnastics functions and equipment: •2 x Horizontal Bar 4m x 5.5m (2 x 22m2) •Trampoline 7m x 9m (77m2) •Wall Hung Bars 7m wide •Sprung Floor Minimum 6m x 6m (36 m2) •Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end •4.5m wide x 6.0m long (27m2) •Balance Beams

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

$0.00 $0.00

0.00% 0.00%

INCL INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

$0.00

$750.00

0.00%

$22,500.00

$0.00 $0.00 $150.00 $80.00 $11.00 $45.00 $15.00 $10.00 $2,500.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$0.00 $0.00 $80,850.00 $2,720.00 $385.00 $2,520.00 $1,095.00 $2,410.00 $2,500.00

568.00 m2

$100.00

0.00%

$56,800.00

91.00 m2

$150.00

0.00%

$13,650.00

195.00 m2

$45.00

0.00%

$8,775.00

395.00 m2 73.00 m2

$15.00 $142.00

0.00% 0.00%

$5,925.00 $10,366.00

73.00 m2 142.00 m2 1.00 Item

$35.00 $18.00 $3,600.00

0.00% 0.00% 0.00%

$2,555.00 $2,556.00 $3,600.00

Spectator viewing will be accommodated on the mezzanine viewing area with netting around the Sport Courts and Gymnastics Centre. MECAHNICAL SERVICES All internal spaces may be mechanically ventilated, air conditioned and controlled from a central BMS Mechanically ventilated by means of exhaust and/or fresh air supply Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards Integrate natural ventilation into mechanical system to allow a hybrid mode of operation where possible, integrated with BMS TELECOMMUNICATIONS/DATA 2 x Comms/Data points 2 x MATV connection points Wifi throughout HYDRAULIC SERVICES TO AMENITIES Potable hot & cold water supply to all taps Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems ELECTRICAL Power: 6 x DGPO points for general power , 2 x GPO for cleaner’s room , 1 x Waterproof DGPO per external area Lighting: Downlights to all spaces , Lux levels as per AS & BCA Standards , Linear light fittings ACOUSTICS Adhere to acoustic report requirements Selected Acousitc Treatment to Walls Selected Acousitc Treatment to ceilings SECURITY (PSUM) Swipe Access to Entry Door Security requirements to match remainder of facility Lockable office door, and first aid room Access to First Aid Room GLAZING 10.38 laminated Low E clear vision framed glazing with powdercoat finish Vision glazing required from Creche office Aluminium framed glazed partitions ; 10.38 laminated glazing FLOORING Base Specification Office: Carpet Tiles Store: Sealed Concrete Gym: 100mm foam floor matting Office : Flotex carpet with underlay including floor preparation Allowance for concrete sealer to store Allowance for waterproofing wet zones E/O to floor waterproofing for upturns as necessary Selected skirtings Allowance for tactiles as necessary Additional PPR Item Extra over for 100mm thick foam floor matting WALLS Base Specification Steel stud framed partition walls with insulation and plasterboard lining both sides 2700mm high [Length: 34] E/O to plasterboard lining for wetcheck boarding in wet areas WALL FINISHES Base Specification Wall painting Allowance for 600 x 300 gloss white tiles (1000mm high) (allowed $47/m2 tile supply) Allowance for waterproofing as necessary Allowance to paint internal columns Allowance for padding to internal columns

25 of 36

384.00 m2 657.00 m2

30.00 m2

539.00 34.00 35.00 56.00 73.00 241.00 1.00

Note Note m2 m2 m2 m2 m m Item

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/67C

1.13j)

4/67D 4/67E 4/67F 4/67G 4/67H

1.13k) 1.13k) 1.13k) 1.13k) 1.13k)

4/67J

1.13l)

4/67K

1.13l)

4/67L

1.13l)

4/67M

1.13l)

4/68A

1.13l)

4/68B

1.13l)

4/68C 4/68D

1.13l) 1.13l)

4/68E

1.13m)

4/68F

1.13m)

4/68G 4/68H 4/68J 4/68K 4/68L 4/68M 4/68N 4/68P 4/68Q 4/69A 4/69B 4/69C 4/69D

1.13m) 1.13m) 1.13m) 1.13m) 1.13m) 1.13m) 1.13m) 1.13m) 1.13m) 1.13m) 1.13m) 1.13m) 1.13m)

4/69E

1.13n)

4/69F 4/69G

1.13o) 1.13o)

4/69H

1.13p)

4/70A

1.13q)

4/08/2020

Description

Quantity Unit

Additional PPR Item Allowance for 600 x 300 gloss white tiles (extra 1700mm for full height) (allowed $47/m2 tile supply) CEILINGS Base Specification Office: Suspended painted plasterboard Store: Exposed concrete soffit Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painting of plasterboard ceilings DOOR & HARDWARE Base Specification Lockable door Double glazed doors x2 with full hardware, door closer, security swipe and push to exit buttons. Fire rated solid core door ; single leaf ; steel framed (exact size varies - approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Solid core door ; single leaf ; steel framed (exact size varies - approx 920mm x 2040mm high) Solid core door ; double leaf ; steel framed (exact size varies - approx 2000mm x 2040mm high) laminate glazed (10.38mm thick); single leaf ; steel framed (exact size varies - approx 920mm x 2040mm high) laminate glazed (10.38mm thick); double leaf ; steel framed (exact size varies approx 2000mm x 2040mm high) E/O to doors for safety decals (per door leaf) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included

Rate

Markup

Total

123.00 m2

$142.00

0.00%

$17,466.00

note note 657.00 m2 56.00 m2 657.00 m2

$0.00 $0.00 $75.00 $10.00 $12.00

0.00% 0.00% 0.00% 0.00% 0.00%

$0.00 $0.00 $49,275.00 $560.00 $7,884.00

$0.00

0.00%

$0.00

$2,300.00

0.00%

$2,300.00

4.00 each

$950.00

0.00%

$3,800.00

1.00 each

$1,500.00

0.00%

$1,500.00

2.00 each

$3,000.00

0.00%

$6,000.00

2.00 each

$4,500.00

0.00%

$9,000.00

4.00 each 10.00 each

$50.00 $600.00

0.00% 0.00%

$200.00 $6,000.00

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

each each each each each each each each each each each each each

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL

Note

$0.00

0.00%

INCL

Note Note

$0.00 $0.00

0.00% 0.00%

$0.00 $0.00

$2,000.00

0.00%

$2,000.00

$0.00

0.00%

$0.00

1.00 each

FIXTURES (PSUM) Base Specifications All columns and obstructions within the space will require safety padding. Shared with the Sports Hall, with space for: •Bed •Sink •First aid kit •Ice machine •Desk space WC complete (including accessible) Wash basin including tapware first aid sink including tapware Toilet tissue dispenser Wall mounted soap dispenser (no spec) Wall mounted paper towel dispenser Mirror (above basins) Coat hooks Baby change table Changing benches Defibrillator Bed (first aid) Ice Machine JOINERY (PSUM) Gymnastics Storage: Deep cupboard laminate storage FURNITURE & EQUIPMENT (PSUM) Additional PPR Item PA / Audio System •2 x Horizontal Bar 4m x 5.5m (2 x 22m2) •Trampoline 7m x 9m (77m2) •Wall Hung Bars 7m wide •Sprung Floor Minimum 6m x 6m (36 m2) •Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end •4.5m wide x 6.0m long (27m2) •Balance Beams SIGNAGE Base Specification Statutory Signage by Main Contractor CLIENT SUPPLIED •Loose furniture items •Desktop computer •Printer Work station •3 x drawer filing cabinet •1 x round table for four people 4 x easy chairs Storage cupboard Bookshelf •2 x Horizontal Bar 4m x 5.5m (2 x 22m2) •Trampoline 7m x 9m (77m2) •Wall Hung Bars 7m wide •Sprung Floor Minimum 6m x 6m (36 m2) •Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end •4.5m wide x 6.0m long (27m2) •Balance Beams Operator to provide business signage.

Sub-Total - Level 2 Gymnastics Centre

4.00 4.00 2.00 4.00 4.00 4.00 4.00 4.00 1.00 1.00 1.00 1.00 1.00

1.00 Item Note

$325,192.00

FITOUT - OCCASIONAL CARE (CRECHE)

Billbergia

26 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref. 4/70B

4/70C

PPR Ref: 1.14

1.14a)

4/71A

1.14b)

4/71B

1.14c)

4/71C

1.14d)

4/71D

1.14d)

4/71E 4/71F

1.14e) 1.14e)

4/71G

1.14f)

4/72A

1.14g)

4/72B

1.14g)

4/72C 4/72D 4/72E 4/72F 4/72G

1.14h) 1.14h) 1.14h) 1.14h) 1.14h)

4/72H

1.14h)

4/72J

1.14i)

4/72K

1.14i)

4/72L

1.14i)

4/73A 4/73B

1.14i) 1.14i)

4/73C 4/73D 4/73E 4/73F 4/73G

1.14j) 1.14j) 1.14j) 1.14j) 1.14j)

4/73H

1.14j)

4/73J

1.14j)

4/73K 4/73L

1.14j) 1.14j)

4/08/2020

Description GENERAL A small Creche will be provided for minding of children up to 8 years of age for parents whilst they are using the community and recreational facilities. The Creche will include: • Indoor Play Area • Staff Office • Kitchenette • Store • Children’s Toilet • Covered Outdoor Play Area / Deck MECHANICAL SERVICES Base Specification All internal spaces to be mechanically ventilated, air conditioned and controlled from a central BMS Mechanically ventilated by means of exhaust and/or fresh air supply Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards TELECOMMUNICATIONS/DATA Additional PPR Item Wifi throughout HYDRAULIC SERVICES Base Specification 1 x Outdoor Tap to Outdoor Deck Potable hot & cold water supply to all taps Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems ELECTRICAL SERVICES Base Specification •6 x DGPO points for general power •2 x GPO for cleaner’s room •1 x Waterproof DGPO per external area •Recessed downlights to all spaces •Ensure IP rating compliance to each area •Lux levels as per AS & BCA Standards ACOUSTICS Base Specification Adhere to acoustic report requirements Selected Acoustic Wall Treatment [Length: 24] Selected Acoustic Ceiling Treatment SECURITY Base Specification Electronic Security Door GLAZING Base Specification 10.38 laminated Low E clear vision framed glazing with powdercoat finish Aluminium framed glazed partitions ; 10.38 laminated glazing [Length: 21] Glazed bifold doors including all beams and solid wall above [Length: 10] FLOORING Base Specification Creche : Carpet tiles with underlay Store : Sealed Concrete Flotex carpet with underlay including floor preparation Allowance for concrete sealer to store rooms Unit rate allowance for skirtings, divider strips and other ancillary items Additional PPR Item Outdoor Deck ; Timber Decking or Modwood PARTITIONS Base Specification Wet Areas: Tiled to 1000mm high Full height twith 600x300mm gloss white tiles with minimal grout joins Store:Exposed masonry finish Painted finish Steel stud framed partition walls with insulation and plasterboard lining both sides [Length: 24] WALL FINISHES Base Specification Wall painting [Length: 24] Allowance to paint internal columns CEILINGS Base Specification Creche:Suspended painted plasterboard Store: Exposed concrete ceiling Set plasterboard ceiling fixed to suspended ceiling framing Painted FC ceilings to externals Painting of plasterboard ceilings DOORS & HARDWARE Outdoor Deck: Operable solid wall that can be opened /closed as required. Laminate glazed (10.38mm thick); double leaf ; steel framed (exact size varies approx 2000mm x 2040mm high) Doors to Office & Storage Room Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

$0.00 $0.00

0.00% 0.00%

INCL INCL

$0.00

0.00%

$0.00

65.00 m2

$750.00

0.00%

$48,750.00

59.00 m2

$1,000.00

0.00%

$59,000.00

Note Note 170.00 m2 10.00 m2 48.00 m

$0.00 $0.00 $80.00 $11.00 $15.00

0.00% 0.00% 0.00% 0.00% 0.00%

$0.00 $0.00 $13,600.00 $110.00 $720.00

97.00 m2

$580.00

0.00%

$56,260.00

Note

$0.00

0.00%

$0.00

Note

$0.00

0.00%

$0.00

79.00 m2

$110.00

0.00%

$8,690.00

169.00 m2 88.00 m2

$15.00 $56.82

0.00% 0.00%

$2,535.00 $5,000.00

Note Note 171.00 m2 97.00 m2 268.00 m2

$0.00 $0.00 $75.00 $130.00 $15.00

0.00% 0.00% 0.00% 0.00% 0.00%

$0.00 $0.00 $12,825.00 $12,610.00 $4,020.00

35.00 m2

$1,200.00

0.00%

$42,000.00

1.00 No

$2,000.00

0.00%

$2,000.00

$950.00 $600.00

0.00% 0.00%

$2,850.00 $1,800.00

219.00 m2 268.00 m2

Note

3.00 each 3.00 each

FIXTURES

Billbergia

27 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/73M

1.14l)

4/73N

1.14m)

4/74A

1.14n)

4/74B

1.14o)

4/74C

1.14p)

4/08/2020

Description Staff Office ; Shared with the Sports Hall, with space for: •First aid kit JOINERY Gymnastics Storage: Deep cupboard laminate storage FURNITURE & EQUIPMENT PA / Audio System SIGNAGE Statutory Signage by Main Contractor CLIENT SUPPLIED •Office furniture •Loose furniture items •Desktop computer •Printer Work station •3 x drawer filing cabinet •1 x round table for four people 4 x easy chair storage cupboard' Bookshelf

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

$0.00

Note

PSUM

Note 1.00 Item Note

PSUM $2,000.00

0.00%

$2,000.00

$0.00

0.00%

EXCL

Sub-Total - Level 2 Occasional Care

$274,770.00

FITOUT - ALLIED HEALTH - LEVEL 2

4/74D

1.7a)

4/74E 4/74F

1.7a) 1.7a)

4/74G

1.7b)

4/74H

1.7c)

4/75A

1.7c)

4/75B

1.7d)

4/75C

1.7e)

4/75D

1.7e)

4/75E

1.7f)

4/75F

1.7f)

4/75G

1.7h)

4/76A

1.7i)

4/76B

1.7i)

4/76C

1.7j)

4/76D

1.7k)

4/76E

1.7k)

4/76F

1.7l)

4/76G

1.7l)

4/76H

1.7m)

4/76J

GENERAL Base Specification The Allied Health spaces will be located together so that the spaces can be combined into a larger tenancy if required. Additional PPR Items Warm Shell – Plasterboard unpainted Walls & Ceiling tiles. Concrete floor set down only MECHANICAL SERVICES Base Specification Mechanical Ventilation provision from a central plant to be capped off to each AHI space for fitout by Tenant HYDRAULIC SERVICES Base Specification Potable water supply capped at high level Drainage point capped off for each AHI space Additional PPR Items Separate water metering TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Base Specification Electrical Distribution Board provided with single as part of Cold Shell 1 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant Additional PPR Items Electrical Distribution Board provided with 3-phase as part of Cold Shell 6 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant SECURITY Base Specification Security to shopfront by Tenant Additional PPR Items To Council's requirements (swipe + abloy) LIGHTING Base Specification General lighting to provide safe movement Lighting fitout by Tenant GLAZING Base Specification 10.38 laminated Low E clear vision framed glazing with powdercoat finish [Length: 15] Glazed bifold doors including all beams and solid wall above FLOORING Base Specification 50mm setdown to allow for tenant fitout PARTITIONS Base Specification Internal Partitions fitout by Tenant Additional PPR Items Plasterboard unpainted Walls [Length: 15] CEILINGS Base Specification Ceiling fitout by Tenant Additional PPR Items Acoustic Ceiling tiles Metal framed grid ceilings with acoustic tiles (assume perforated metal or similar) DOORS & HARDWARE Base Specification Doors & hardware part of glazing only FURNITURE/FIXTURES & EQUIPMENT Base Specification FF&E fitout by Tenant Sub-Total - Level 2 Allied Health

Note

$0.00

0.00%

INCL

Note Note

$0.00 $0.00

0.00% 0.00%

INCL INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

$0.00

0.00%

INCL

92.00 m2

$750.00

0.00%

$69,000.00

96.00 m2

$1,000.00

0.00%

$96,000.00

$100.86

0.00%

$11,700.00

$120.00

0.00%

$26,400.00

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

EXCL $203,100.00

Note Note

Note

Note 116.00 m2

Note 220.00 m2

FITOUT - CAFÉ - L2

Billbergia

28 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/77A

1.15a)

4/77B

1.15b)

4/77C

1.15c)

4/77D

1.15d)

4/77E

1.15e)

4/78A

1.15f)

4/78B 4/78C

1.15g) 1.15g)

4/78D

1.15h)

4/78E 4/78F

1.15i) 1.15i)

4/78G

1.15j)

4/78H

1.15k)

4/78J 4/78K

1.15k) 1.15k)

4/79A

1.15l)

4/79B

1.15m)

4/79C

1.15n)

4/79D

4/08/2020

Description GENERAL Nil Specification - Assumptions below MECHANICAL SERVICES Base Specification Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout HYDRAULIC SERVICES Base Specification Potable water supply 1 x Sewer and drainage points capped or at agreed locations prior construction Separate water metering 1 x Grease arrestor connection point capped off Trade waste point TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Base Specification Electrical Distribution Board provided with single 3-phase as part of Cold Shell - for fitout of services by the Tenant warm shell 6 x 20Amp DGPO’s to connect into the fitout 4 x DGPO to connect into the fitout SECURITY Base Specification Security to shopfront by Tenant ACOUSTICS Base Specification Adhere to acoustic report requirements Selected Acoustic ceiling treatment LIGHTING Base Specification General lighting to provide safe movement Lighting fitout by Tenant GLAZING/SHOPFRONT Base Specification 10.38 laminated Low E clear vision framed glazing with powdercoat finish Aluminium framed shop front glazing (full height) [Length: 10] FLOORING Base Specification 30-50mm setdown to allow for tenant fitout PARTITIONS Base Specification Internal Partitions as part of fitout WALL FINISHES Base Specification Painting to walls Painting to Columns [Number of: 1] CEILINGS Base Specification Ceiling fitout by Tenant DOORS & HARDWARE Doors & hardware fitout by Tenant FURNITURE/FIXRTURES & EQUIPMENT Base Specification FF&E fitout by Tenant Additional PPR Items Nil Specification Sub-Total - Level 2 Café

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note Note

$0.00 $0.00

0.00% 0.00%

EXCL EXCL

Note

$0.00

0.00%

$0.00

$0.00 $750.00

0.00% 0.00%

$0.00 $48,750.00

Note

$0.00

0.00%

EXCL

Note

$0.00

0.00%

$0.00

$15.00 $12.00

0.00% 0.00%

$1,620.00 $144.00

Note

$0.00

0.00%

EXCL

Note

$0.00

0.00%

EXCL

Note

$0.00

0.00%

EXCL

Note

Note 65.00 m2

108.00 m2 12.00 m2

Note $50,514.00

FITOUT - LEVEl 2 - MEZZANINE

4/79E

1.16b)

4/79F

1.16b)

4/80A

1.16c)

FITOUT - SPECTATOR MAZZANINE MECHANICAL SERVICES Additional PPR Item •Lobby Area •Staff Lunch •Managers Office •Office •Staff Meeting Room Mechanically ventilated and air conditioned or fresh air supply •Amenities •Store Rooms •Cleaners Store Mechanically ventilated amenities and exhaust and/or fresh air supply COMMS/DATA Additional PPR Item 1 x Data point to each desk 1 x MATV point 1 x Telephone point to all offices & meeting rooms Wifi throughout for Staff & Public Audio/PA system throughout (for centre announcements)

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

HYDRAULIC SERVICES Additional PPR Item

Billbergia

29 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/80B

1.16d)

4/08/2020

Description Potable hot & cold-water supply to all taps Non-potable water system for flushing, irrigation and wash down purposes 1 x Cleaner’s tap to cleaner’s store Sanitary plumbing and vent piping systems As per relevant AS & BCA Standards for Plumbing & Drainage

ELECTRICAL SERVICES Additional PPR Item Power: 15 x DGPO total throughout Offices , 5 x DGPO throughout other areas

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

4/80C

1.16e)

4/80D

1.16e)

Lighting: Downlights to all FOH spaces , Batten lighting to all BOH spaces ,Lux levels as per AS & BCA Standards , Feature Lighting to lobby + downlights elsewhere

Note

$0.00

0.00%

INCL

4/80E

1.16e)

Electrical Equipment: (Provisional Sum) : 2x TV screens , PA / Audio System

Note

$0.00

0.00%

INCL

Note

$0.00

0.00%

INCL

Note 380.00 m2 1,137.00 m2

$0.00 $0.00 $0.00

0.00% 0.00% 0.00%

$0.00 INCL INCL

4/80F

4/81A 4/81B 4/81C

1.16g) 1.16g) 1.16g)

4/81D

1.16h)

4/81E

1.16h)

4/81F 4/81G

1.16h) 1.16h)

4/81H 4/81J 4/81K 4/81L

1.16i) 1.16i) 1.16i) 1.16i)

4/81M 4/82A

1.16i) 1.16i)

4/82B 4/82C 4/82D

1.16i) 1.16i) 1.16i)

4/82E 4/82F 4/82G

1.16i) 1.16i) 1.16i)

4/82H

1.16j)

4/82J 4/82K

1.16j) 1.16j)

4/82L

1.16j)

4/82M

1.16j)

4/83A

1.16j)

4/83B

1.16k)

4/83C 4/83D

1.16k) 1.16k)

4/83E 4/83F 4/83G

1.16k) 1.16k) 1.16k)

4/83H

1.16l)

4/83J

1.16l)

4/83K

1.16l)

SECURITY Additional PPR Item Swipe Access to main entry doors Intruder alarm system Intercom system CCTV monitoring system ACOUSTICS Additional PPR Item Adhere to acoustic report requirements Selected Acoustic Treatment to walls Selected acoustic treatment to ceilings GLAZING Additional PPR Item 10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing Aluminium framed glazed partitions ; 10.38 laminated glazing 3000mm high [Length: 56] 3500mm high perimeter wall to mezzanine level [Length: 79] High impact resistant glass balustrade (1200mm high) with netting above to ceiling height (allowed where overlooking courts and gymnastics area) [Length: 141] FLOORING Additional PPR Item Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards Foyer : 1200x600mm ceramic tile with matching coloured grout Tiled Skirting 150mm high Amenities: 300x300mm ceramic tile with matching coloured grout Mezzanine - 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2) Office: Flotex carpet with underlay including floor preparation Allowance for sealer to storage and back of house Amenities - 600 x 300 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $55/m2) E/O to floor waterproofing +upturns as necessary up to a 1m high Unit rate allowance for skirtings, divider strips and other ancillary items Allowance for tactiles as necessary - TGI WALLS & PARTITIONS Additional PPR Item Dry Areas: Painted plasterboard with insulation as required Allow for 50% of walls to be timber veneer wall panelling Wet Areas: 600x300mm gloss white tiles wall tiling Amenities: HMR toilet partitions – incl coat hook and lock Compact laminate as per CBC specification Spectator Area (facing courts): 1200mm High Impact resistant glass balustrade with netting above Steel stud framed partition walls with insulation and plasterboard lining both sides E/O to plasterboard lining for wetcheck boarding in wet areas CEILINGS Additional PPR Item Lobby: Suspended ceiling system - painted plasterboard Feature Cladding to underside of the mezzanine. Painted plasterboard to U/S of L03/L04 Dry Areas: Suspended ceiling system - painted plasterboard Wet Areas: Suspended ceiling system - painted moisture resistant plasterboard Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painting of plasterboard ceilings DOORS & HARDWARE Additional PPR Item MDF solid core leaf with metal frame, painted finish Full door hardware including: Leverset, lockset, door closers, swipe, etc Solid core door ; single leaf ; steel framed (exact size varies - approx 920mm x 2040mm high) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included

$0.00

0.00%

$0.00

188.00 m2

Note

$650.00

0.00%

$122,200.00

265.00 m2 141.00 m

$260.00 $1,200.00

0.00% 0.00%

$68,900.00 $169,200.00

$0.00 $0.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00%

$0.00 $0.00 $0.00 $0.00

Note 859.00 m2

$0.00 $110.00

0.00% 0.00%

$0.00 $94,490.00

193.00 m2 79.00 m2 7.00 m2

$80.00 $11.00 $150.00

0.00% 0.00% 0.00%

$15,440.00 $869.00 $1,050.00

11.00 m 524.00 m 1.00 Item

$45.00 $15.00 $2,000.00

0.00% 0.00% 0.00%

$495.00 $7,860.00 $2,000.00

Note

$0.00

0.00%

$0.00

Note Note

$0.00 $0.00

0.00% 0.00%

$0.00 $0.00

Note Note Note Note

$0.00

0.00%

$0.00

34.00 m2

Note

$150.00

0.00%

$5,100.00

36.00 m2

$10.00

0.00%

$360.00

$75.00 $10.00 $18.00

0.00% 0.00% 0.00%

$85,275.00 $70.00 $20,466.00

$0.00

0.00%

$0.00

3.00 each

$1,100.00

0.00%

$3,300.00

3.00 each

$600.00

0.00%

$1,800.00

Note

Note Note 1,137.00 m2 7.00 m2 1,137.00 m2

Note

FIXTURES Additional PPR Item

Billbergia

30 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

4/84A

1.16m)

4/84B

4/84C

1.16o)

4/84D 4/84E

1.16p) 1.16p)

4/84F

1.16q)

4/08/2020

Description

Quantity Unit

Rate

Markup

Total

Note

$0.00

0.00%

$0.00

$2,500.00 $0.00

0.00% 0.00%

$2,500.00 $0.00

$0.00

0.00%

$0.00

•Wall faced toilet suites •Hand basin with polished mixer tap •Mirror to hand basin area •Single roll toilet roll holder to each stall •Wall mounted paper towel dispenser •Wall mounted soap dispenser •Wall mounted Urinals to Male WC •DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails Stainless steel cleaner’s sink with mixer tap JOINERY Nil Specification FURNITURE & EQUIPMENT Additional PPR Item 2 x 32-inch TV’s SIGNAGE Additional PPR Item Statutory signage: As per relevant AS & BCA Standards Wayfinding signage: (Provisional Sum) Acrylic panel with vinyl lettering, glue fixed to wall CLIENT SUPPLIED Additional PPR Item Signage for business, opening hours, phone number etc. Desk furniture incl desks and chairs Loose furniture incl bins, chairs, tables and the like. Computer and digital equipment for Recreation Centre Operational requirements

Note

1.00 Item Note

Note

Sub-Total - Level 2 Mezzanine

$601,375.00

SERVICES

4/85A 4/85B 4/85C 4/85D 4/85E

All codes All codes All codes All codes All codes

4/85F 4/85G 4/85H 4/85J 4/85K 4/85L 4/85M

All codes All codes All codes All codes All codes All codes All codes

4/85N

All codes

4/85P 4/85Q

All codes All codes

4/85R

All codes

Hydraulic General Allowance for hydraulic services throughout (hot, cold, non potable waste plant an reticulation) - Outdoor taps included Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine Extra Over Allowances for certain zones Allowance for grease trap to level 1 kitchens / cafes Allowance for grease trap to level 2 kitchens / cafes BWIC Allowance for BWIC Sub-Total - Hydraulic Services

4/86A 4/86B 4/86C 4/86D 4/86E

All codes All codes All codes All codes All codes

4/86F 4/86G 4/86H 4/86J 4/86K 4/86L 4/86M

All codes All codes All codes All codes All codes All codes All codes

4/86N

All codes

4/86P 4/86Q 4/86R 4/86S 4/86T

All codes All codes All codes All codes All codes

Electrical General Allowance for Power & Lighting Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine Extra over std lighting for feature lighting to the following zones (maximum design allowances for feature lighting and control) Lobby / Foyer level 1 Lobby / Foyer level 2 Lobby / Foyer Mezz Feature pendant lights to play area (childcare) Community space, kitchen & Cafe (noted noted in PPR but assume required) - L1

4/87A

All codes

Community space, kitchen & Cafe (noted noted in PPR but assume required) - L2

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

$150.00 $100.00 $100.00 $100.00 $100.00

0.00% 0.00% 0.00% 0.00% 0.00%

$169,800.00 $170,900.00 $35,900.00 $35,100.00 $22,200.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

$150.00 $100.00 $100.00 $100.00 $100.00 $100.00 $100.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$154,800.00 $125,700.00 $178,500.00 $69,200.00 $26,800.00 $22,000.00 $6,400.00

1,137.00 m2

$100.00

0.00%

$113,700.00

1.00 Item 1.00 Item

$25,000.00 $25,000.00

0.00% 0.00%

$25,000.00 $25,000.00

0.03 Item

$1,072,800.00

0.00%

$26,820.00 $1,207,820.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

$320.00 $200.00 $100.00 $200.00 $200.00

0.00% 0.00% 0.00% 0.00% 0.00%

$362,240.00 $341,800.00 $35,900.00 $70,200.00 $44,400.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

$320.00 $200.00 $200.00 $200.00 $200.00 $100.00 $200.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$330,240.00 $251,400.00 $357,000.00 $138,400.00 $53,600.00 $22,000.00 $12,800.00

1,137.00 m2

$200.00

0.00%

$227,400.00

1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item

$50,000.00 $50,000.00 $25,000.00 $15,000.00 $20,000.00

0.00% 0.00% 0.00% 0.00% 0.00%

$50,000.00 $50,000.00 $25,000.00 $15,000.00 $20,000.00

1.00 Item

$20,000.00

0.00%

$20,000.00

Extra Over Allowances for certain zones

Billbergia

31 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN

4/08/2020

Bill Ref.

PPR Ref:

Description

4/87B

All codes

4/87C 4/87D 4/87E

All codes All codes All codes

E/O for power and lighting for dimmable lighting to childcare (internal spaces) & Feature lighting Allowance for additional floor boxes to health club Extra over std lighting for special high bay lighting to sport hall Extra over std lighting for special linear lighting to gymnastics

4/87F 4/87G 4/87H 4/87J 4/87K

All codes All codes All codes All codes All codes

4/87L 4/87M 4/87N 4/87P 4/87Q 4/88A 4/88B

All codes All codes All codes All codes All codes All codes All codes

4/88C

All codes

4/88D 4/88E 4/88F 4/88G 4/88H

All codes All codes All codes All codes All codes

4/88J 4/88K 4/88L 4/88M 4/88N 4/88P 4/88Q

All codes All codes All codes All codes All codes All codes All codes

4/88R

All codes

4/89A

All codes

4/89B 4/89C 4/89D 4/89E 4/89F

All codes All codes All codes All codes All codes

4/89G 4/89H 4/89J 4/89K 4/89L 4/89M 4/89N

All codes All codes All codes All codes All codes All codes All codes

4/89P

All codes

4/89Q

All codes

4/90A 4/90B 4/90C 4/90D 4/90E

All codes All codes All codes All codes All codes

4/90F 4/90G 4/90H 4/90J 4/90K 4/90L 4/90M

All codes All codes All codes All codes All codes All codes All codes

4/90N

All codes

Billbergia

Quantity Unit

Dry Fire / EWIS Allowance for smoke detection system & EWIS & PA Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine Communications Communications works including MDF and data fit to fully fitted zones & Comms connections to cold shells Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine BWIC Allowance for BWIC Sub-Total - Electrical Services Fire Services General Allowance for Wet Fire Services Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine BWIC Allowance for BWIC Sub-Total - Fire Services

Rate

Markup

Total

1.00 Item

$30,000.00

0.00%

$30,000.00

1.00 Item 1.00 Item 1.00 Item

$10,000.00 $50,000.00 $25,000.00

0.00% 0.00% 0.00%

$10,000.00 $50,000.00 $25,000.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

$80.00 $60.00 $50.00 $60.00 $60.00

0.00% 0.00% 0.00% 0.00% 0.00%

$90,560.00 $102,540.00 $17,950.00 $21,060.00 $13,320.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

$80.00 $60.00 $60.00 $60.00 $60.00 $50.00 $60.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$82,560.00 $75,420.00 $107,100.00 $41,520.00 $16,080.00 $11,000.00 $3,840.00

1,137.00 m2

$60.00

0.00%

$68,220.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

$45.00 $45.00 $45.00 $45.00 $45.00

0.00% 0.00% 0.00% 0.00% 0.00%

$50,940.00 $76,905.00 $16,155.00 $15,795.00 $9,990.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

$45.00 $45.00 $45.00 $45.00 $45.00 $45.00 $45.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$46,440.00 $56,565.00 $80,325.00 $31,140.00 $12,060.00 $9,900.00 $2,880.00

1,137.00 m2 0.03 Item

32 of 36

0.00%

$51,165.00

0.00%

$91,345.25 $3,745,155.25

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

$135.00 $50.00 $50.00 $50.00 $50.00

0.00% 0.00% 0.00% 0.00% 0.00%

$152,820.00 $85,450.00 $17,950.00 $17,550.00 $11,100.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

$135.00 $50.00 $50.00 $50.00 $50.00 $50.00 $50.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$139,320.00 $62,850.00 $89,250.00 $34,600.00 $13,400.00 $11,000.00 $3,200.00

1,137.00 m2

$50.00

0.00%

$56,850.00

$695,340.00

0.00%

$17,383.50 $712,723.50

0.03 Item

Mechanical General Allowance for mechanical ventilation and air conditioning system throughout Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine Extra Over Allowances for certain zones

$45.00 $3,653,810.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

$450.00 $200.00 $0.00 $200.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00%

$509,400.00 $341,800.00 INCL $70,200.00 INCL

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

$450.00 $200.00 $600.00 $300.00 $200.00 $0.00 $0.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$464,400.00 $251,400.00 $1,071,000.00 $207,600.00 $53,600.00 INCL INCL

1,137.00 m2

$200.00

0.00%

$227,400.00

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN

4/08/2020

Bill Ref.

PPR Ref:

Description

4/90P 4/90Q 4/90R

All codes All codes All codes

4/91A

All codes

4/91B 4/91C 4/91D 4/91E

All codes All codes All codes All codes

Mechanical provision to AHI - Level 1 & Level 2 (Cold shell provision) Mechanical provision to Level 1 & 2 cafe (Cold shell provision) Extra over elemental rate for upgraded loading requirements (occupancy) to sports hall Extra over elemental rate for upgraded loading requirements (occupancy) to gymnastics Allowance for smoke louvres / management as required to sports hall Allowance for extraction hood to community kitchen - L1 Allowance for extraction hood to community kitchen - L2 Extraction provision to childcare kitchen (equipment fit out is a provisional sum)

4/91F

All codes

4/91G 4/91H

All codes 1.6h)

4/91J

All codes

Quantity Unit

BWIC Allowance for BWIC Sub-Total - Mechanical Services

Vertical Transportation Lift Goods Lift - B1-L3 Passenger Lifts serving 5 floors (B2,B1,1,2,2M) BWIC Allowance for BWIC Sub-Total - Lift Services

Rate

Markup

Total

1.00 Item 1.00 Item 1.00 Item

$50,000.00 $50,000.00 $100,000.00

0.00% 0.00% 0.00%

$50,000.00 $50,000.00 $100,000.00

1.00 Item

$100,000.00

0.00%

$100,000.00

1.00 1.00 1.00 1.00

$80,000.00 $15,000.00 $15,000.00 $10,000.00

0.00% 0.00% 0.00% 0.00%

$80,000.00 $15,000.00 $15,000.00 $10,000.00

0.03 Item

$3,616,800.00

0.00%

$90,420.00 $3,707,220.00

1.00 Item 2.00 No

$230,000.00 $200,000.00

0.00% 0.00%

$230,000.00 $400,000.00

0.03 Item

$630,000.00

0.00%

$15,750.00 $645,750.00

15.00 m3 2.63 t 77.00 m2

$460.00 $2,370.00 $150.00

-78.00% -78.00% -78.00%

$1,518.00 $1,368.68 $2,541.00

7.00 m3 1.23 t 22.00 m2

$460.00 $2,370.00 $325.00

-78.00% -78.00% -78.00%

$708.40 $638.72 $1,573.00

34.00 m3 5.95 t 230.00 m2

$460.00 $2,370.00 $150.00

-78.00% -78.00% -78.00%

$3,440.80 $3,102.33 $7,590.00

267.00 16.02 5.17 861.00 861.00 20.00 861.00

m3 t t m2 m2 m2 m2

$380.00 $2,370.00 $6,650.00 $130.00 $185.00 $140.00 $5.00

-78.00% -78.00% -78.00% -78.00% -78.00% -78.00% -78.00%

$22,321.20 $8,352.83 $7,557.86 $24,624.60 $35,042.70 $616.00 $947.10

21.00 m3 3.68 t 58.00 m2

$380.00 $2,370.00 $150.00

-78.00% -78.00% -78.00%

$1,755.60 $1,916.15 $1,914.00

27.00 m3 4.73 t 76.00 m2

$380.00 $2,370.00 $150.00

-78.00% -78.00% -78.00%

$2,257.20 $2,463.62 $2,508.00

m3 t t m2 m2 m2

$380.00 $2,370.00 $6,650.00 $230.00 $140.00 $5.00

-50.00% -50.00% -50.00% -50.00% -50.00% -50.00%

$118,208.50 $44,234.87 $43,111.95 $248,515.00 $7,840.00 $5,402.50

21.00 m3 3.68 t 58.00 m2

$380.00 $2,370.00 $150.00

-50.00% -50.00% -50.00%

$3,990.00 $4,354.88 $4,350.00

63.00 m3 11.03 t 270.00 m2

$460.00 $2,370.00 $220.00

-82.89% -82.89% -82.89%

$4,958.48 $4,470.71 $10,163.34

44.00 m3 7.70 t 146.00 m2

$460.00 $2,370.00 $325.00

-82.89% -82.89% -82.89%

$3,463.06 $3,122.40 $8,118.70

13.00 m3 2.28 t 78.00 m2

$460.00 $2,370.00 $220.00

-82.89% -82.89% -82.89%

$1,023.18 $922.53 $2,936.08

145.00 m3

$460.00

-82.89%

$11,412.37

Item Item Item Item

SHARED LEISURE CENTRE SHARED LEISURE AREAS CONCRETE WORKS (YELLOW ZONES)

5/1A 5/1B 5/1C

All Codes All Codes All Codes

5/1D 5/1E 5/1F

All Codes All Codes All Codes

5/1G 5/1H 5/1J

All Codes All Codes All Codes

5/1K 5/1L 5/1M 5/1N 5/2A 5/2B 5/2C

All Codes All Codes All Codes All Codes All Codes All Codes All Codes

5/2D 5/2E 5/2F

All Codes All Codes All Codes

5/2G 5/2H 5/2J

All Codes All Codes All Codes

5/2K 5/2L 5/2M 5/2N 5/2P 5/3A

All Codes All Codes All Codes All Codes All Codes All Codes

5/3B 5/3C 5/3D

All Codes All Codes All Codes

Vertical Structure Level 1 (5750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 4] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 4] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 1] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 1] Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 40] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 40] Horizontal Structure Level 1 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser Level 2 Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser Level 3 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Vertical face formwork for slab thickenings 251-650mm high [Length: 112] Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser

622.15 37.33 12.97 2,161.00 112.00 2,161.00

SHARED LEISURE WITH TOWER D CONCRETE WORKS (BLUE ZONE)

5/3E 5/3F 5/3G

All Codes All Codes All Codes

5/3H 5/3J 5/3K

All Codes All Codes All Codes

5/3L 5/3M 5/4A

All Codes All Codes All Codes

5/4B

All Codes

Billbergia

Vertical Structure Level 1 (5750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply)

33 of 36

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

Description

5/4C 5/4D

All Codes All Codes

5/4E 5/4F 5/4G

All Codes All Codes All Codes

5/4H 5/4J 5/4K

All Codes All Codes All Codes

5/4L 5/4M 5/4N

All Codes All Codes All Codes

5/5A 5/5B 5/5C

All Codes All Codes All Codes

5/5D 5/5E 5/5F

All Codes All Codes All Codes

5/5G 5/5H 5/5J

All Codes All Codes All Codes

Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Level 2 to Underside of Level 3 (6750mm) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Level 3 (4750mm) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls

4/08/2020 Quantity Unit

Rate

Markup

Total

32.63 t 966.00 m2

$2,370.00 $220.00

-82.89% -82.89%

$13,229.67 $36,362.17

74.00 m3 12.95 t 316.00 m2

$460.00 $2,370.00 $255.00

-82.89% -82.89% -82.89%

$5,824.24 $5,251.32 $13,787.24

51.00 m3 8.93 t 170.00 m2

$460.00 $2,370.00 $325.00

-82.89% -82.89% -82.89%

$4,014.01 $3,619.15 $9,453.28

171.00 m3 38.48 t 1,134.00 m2

$460.00 $2,370.00 $255.00

-82.89% -82.89% -82.89%

$13,458.73 $15,601.88 $49,476.99

51.00 m3 8.93 t 225.00 m2

$460.00 $2,370.00 $180.00

-82.89% -82.89% -82.89%

$4,014.01 $3,619.15 $6,929.55

37.00 m3 6.48 t 118.00 m2

$405.00 $2,370.00 $325.00

-82.89% -82.89% -82.89%

$2,563.93 $2,625.66 $6,561.69

120.00 m3 27.00 t 798.00 m2

$405.00 $2,370.00 $180.00

-82.89% -82.89% -82.89%

$8,315.46 $10,948.69 $24,576.80

152.00 m3 38.00 t 428.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$7,879.98 $10,149.76 $15,676.57

28.00 m3 6.16 t 155.00 m2

$460.00 $2,370.00 $220.00

-88.73% -88.73% -88.73%

$1,451.58 $1,645.33 $3,843.07

244.00 m3 48.80 t 1,305.00 m2

$460.00 $2,370.00 $220.00

-88.73% -88.73% -88.73%

$12,649.45 $13,034.43 $32,356.17

176.00 m3 44.00 t 500.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$9,124.19 $11,752.36 $18,313.75

$0.00 $0.00 $0.00

-88.73% -88.73% -88.73%

NA NA NA

286.00 m3 57.20 t 1,532.00 m2

$460.00 $2,370.00 $255.00

-88.73% -88.73% -88.73%

$14,826.81 $15,278.06 $44,027.38

130.00 m3 32.50 t 354.00 m2

$460.00 $2,370.00 $325.00

-88.73% -88.73% -88.73%

$6,739.46 $8,680.72 $12,966.14

$0.00 $0.00 $0.00

-88.73% -88.73% -88.73%

NA NA NA

201.00 m3 40.20 t 1,078.00 m2

$460.00 $2,370.00 $180.00

-88.73% -88.73% -88.73%

$10,420.24 $10,737.38 $21,868.31

3,076.00 m2 3,076.00 m2

$230.00 $50.00

-50.00% -50.00%

$353,740.00 $76,900.00

1,438.00 m2 1,438.00 m2

$230.00 $50.00

-50.00% -50.00%

$165,370.00 $35,950.00

1,086.00 m2 1,086.00 m2 223.00 m2

$230.00 $50.00 $100.00

-50.00% -50.00% -50.00%

$124,890.00 $27,150.00 $11,150.00

$10.00 $10.00 $10.00 $10.00

-78.04% -78.04% -78.04% -78.04%

$2,051.06 $140.54 $270.11 $1,381.28

SHARED LEISURE WITH TOWER E CONCRETE WORKS (ORANGE ZONE)

5/5K 5/5L 5/5M

All Codes All Codes All Codes

5/6A 5/6B 5/6C

All Codes All Codes All Codes

5/6D 5/6E 5/6F

All Codes All Codes All Codes

5/6G 5/6H 5/6J

All Codes All Codes All Codes

5/6K 5/6L 5/6M

All Codes All Codes All Codes

5/6N 5/6P 5/7A

All Codes All Codes All Codes

5/7B 5/7C 5/7D

All Codes All Codes All Codes

5/7E 5/7F 5/7G

All Codes All Codes All Codes

5/7H 5/7J 5/7K

All Codes All Codes All Codes

Vertical Structure Level 1 (5750mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 220kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Level 2 to Underside of Level 3 (6750mm) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 220kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Level 3 (4750mm) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 220kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls

m3 t m2

BLOCKWORK 5/7L 5/7M

All Codes All Codes

5/7N 5/8A

All Codes All Codes

5/8B 5/8C 5/8D

All Codes All Codes All Codes

Level 1 Selected blockwork to underside of soffit - 5750mm [Length: 542] Allowance for wall stiffeners Level 3 - Shared Yellow Zones Selected blockwork to underside of soffit - 4750mm [Length: 250] Allowance for wall stiffeners Level 3 - Shared RCC Walls Selected blockwork to underside of soffit - 4750mm [Length: 229] Allowance for wall stiffeners Allowance for render and paint

All Codes All Codes All Codes All Codes

Hydraulic General Allowance for hydraulic services throughout (hot, cold, non potable waste plant an reticulation) - Outdoor taps included Shared Zones - L1 Shared Zones - L2 Shared Zones - L2M Shared Zones - L3

SERVICES

5/8E 5/8F 5/8G 5/8H

Billbergia

34 of 36

934.00 64.00 123.00 629.00

m2 m2 m2 m2

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN Bill Ref.

PPR Ref:

5/8J

All Codes

5/8K 5/8L 5/8M 5/8N

All Codes All Codes All Codes All Codes

5/8P

All Codes

5/9A 5/9B 5/9C 5/9D

All Codes All Codes All Codes All Codes

5/9E

All Codes

5/9F 5/9G 5/9H 5/9J

All Codes All Codes All Codes All Codes

5/9K

All Codes

4/08/2020

Description

Quantity Unit

BWIC Allowance for BWIC Electrical General Allowance for Power & Lighting Shared Zones - L1 Shared Zones - L2 Shared Zones - L2M Shared Zones - L3 BWIC Allowance for BWIC Fire Services General Allowance for Wet Fire Services Shared Zones - L1 Shared Zones - L2 Shared Zones - L2M Shared Zones - L3 BWIC Allowance for BWIC Mechanical General Allowance for mechanical ventilation and air conditioning system throughout Shared Zones - L1 Shared Zones - L2 Shared Zones - L2M Shared Zones - L3 BWIC Allowance for BWIC

0.03 Item

934.00 64.00 123.00 629.00

m2 m2 m2 m2

0.03 Item

934.00 64.00 123.00 629.00

m2 m2 m2 m2

0.03 Item

934.00 64.00 123.00 629.00

m2 m2 m2 m2

0.03 Item

Rate

Markup

Total

$17,500.00

-78.04%

$96.08

$70.00 $70.00 $70.00 $70.00

-78.04% -78.04% -78.04% -78.04%

$14,357.45 $983.81 $1,890.76 $9,668.99

$122,500.00

-78.04%

$672.53

$70.00 $70.00 $70.00 $70.00

-78.04% -78.04% -78.04% -78.04%

$14,357.45 $983.81 $1,890.76 $9,668.99

$122,500.00

-78.04%

$672.53

$55.00 $55.00 $55.00 $55.00

-78.04% -78.04% -78.04% -78.04%

$11,280.85 $772.99 $1,485.59 $7,597.06

$96,250.00

-78.04%

TOTAL (EXCL GST)

$528.41

$2,064,912.08

PROVISIONAL SUMS 6/1A 6/1B 6/1C 6/1D 6/1E 6/1F 6/1G 6/1H 6/1J 6/1K 6/1L 6/1M 6/1N 6/1P 6/1Q 6/1R 6/1S 6/1T 6/1U 6/2A 6/2B 6/2C 6/2D 6/2E 6/2F 6/2G 6/2H 6/2J 6/2K 6/2L 6/2M 6/2N 6/2P 6/2Q 6/2R

1.4i) 1.4i) Various 1.11e) 1.12e), 1.12o) 1.13c) 1.5e) 1.10e) All Codes 1.6n), 1.6o) & 1.6p)

Car Park management system Access Control system (Recreation Centre) Security System (Recreation Centre) Health club audio visual works Sports Hall audio visual work Gymnastics audio visual work Lobby L1 audio visual works, Lobby L2 audio visual works, IT Equipment including WIFI to complete facility Childcare Centre Fit-out works (joinery, fixtures & fitting, AV) - excludes loose / client supply items, beds, play equipment and the like 1.6n), 1.6o) & 1.6p) Childcare commercial kitchen fit out full (kitchen joinery separate) 1.11n) 1.12

Health Club fit-out, loose furniture and equipment (fully kitted out) Sports Hall sports equipment (goal posts, separating nets, basketball hoops etc)

1.13 Gymnastics hall equipment (horizontal bars, trampoline. wall hung bars, sprung floor, run up sprung floor, balance beams etc) 1.12 & 1.13 & 1.14 Gymnastics / Sports hall storage joinery 1.12e) Electronic scoreboard 1.5m) FF&E to amenities and changing rooms (includes all sanitaryware, mirrors, toilet roll holders, paper towel dispensers and the like) 1.6q) BCA, Graphics and wayfinding signage 1.3f Identification signage (including plaza entry sign, Gauthorpe entry signs and other internal) 1.3f E/O for Illuminated signage to the above Various Window Blinds 1.10n) General loose furniture and equipment (excludes sports equipment) 1.12n) Spectator seating to sports hall Various Bench seating to changing rooms 1.5n) Reception counters (other than childcare) Various Lunch room and crèche kitchenette 1.6j) Childcare outdoor play sand pits 1.8n) & 1.9n) University style built in furniture to com (booths, loose furniture for community use of space, stainless steel benches and kitchen appliances 1.10m) Parents room fit out (Changing tables, benches, breastfeeding room equipment, children's play zone etc) 1.3g Public Art / Sculpture 1.3d Handrails and metalwork 1.8n) & 1.9n) Joinery fit out and equipment to community cafe - L1/2 1.8n) & 1.9n) Community Kitchen fit out (benches, appliances etc) - does not include for a commercial kitchen - L1/2 1.6a) Green wall comprising wired frame for vines and planting (childcare centre terrace) ; vines and planting measured elsewhere Various Acoustic Treatment throughout

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item Item Item Item Item Item

$300,000.00 $110,000.00 $280,000.00 $100,000.00 $50,000.00 $25,000.00 $15,000.00 $15,000.00 $200,000.00 $200,000.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

1.00 Item

$90,000.00

0.00%

$90,000.00

1.00 Item 1.00 Item

$850,000.00 $180,000.00

0.00% 0.00%

$850,000.00 $180,000.00

1.00 Item

$175,000.00

0.00%

$175,000.00

1.00 Item 1.00 Item 1.00 Item

$15,000.00 $40,000.00 $110,000.00

0.00% 0.00% 0.00%

$15,000.00 $40,000.00 $110,000.00

1.00 Item 1.00 Item

$25,000.00 $50,000.00

0.00% 0.00%

$25,000.00 $50,000.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item Item Item Item Item

$40,000.00 $50,000.00 $50,000.00 $10,000.00 $50,000.00 $40,000.00 $10,000.00 $10,000.00 $60,000.00

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

$40,000.00 $50,000.00 $50,000.00 $10,000.00 $50,000.00 $40,000.00 $10,000.00 $10,000.00 $60,000.00

1.00 Item

$45,000.00

0.00%

$45,000.00

1.00 Item 1.00 Item 1.00 Item

$100,000.00 $100,000.00 $150,000.00

0.00% 0.00% 0.00%

EXCLUDED $100,000.00 $100,000.00 $150,000.00

1.00 Item

$50,000.00

0.00%

$50,000.00

1.00 Item

$500,000.00

0.00%

TOTAL (EXCL GST)

$300,000.00 $110,000.00 $280,000.00 $100,000.00 $50,000.00 $25,000.00 $15,000.00 $15,000.00 $200,000.00 $200,000.00

$500,000.00

$4,095,000.00

EXTERNAL WORKS 7/1A

Billbergia

1.3e

Soft Landscaping Soft Landscaping to include trees, shrubs and groundcovers as per Stamped Landscape DA Documentation along Gauthrope Street including to planter boxes - Northern Frontage

35 of 36

1.00 Item

$8,000.00

0.00%

$8,000.00

VPA RCC Cost Plan

RHODES RECREATION CENTRE - VPA COST PLAN

4/08/2020

Bill Ref.

PPR Ref:

Rate

Markup

Total

7/1B

1.3d

Hard Landscaping comprising of Black Adelaide (or approved alternative) 600 x 300 x 50mm paving as per Council requirements to Council Footpaths on North Frontage along Gauthrope Street. Black Adelaide (or approved alternative) 600 x 300 x 30mm paving to internal site boundary pavements to on North Frontages. Tactile Granite Pavers to stairs and ramps as required Granite contrast nosing to stair treads as required. Bituminous concrete including tack; 50mm thick to Northern Frontage

Description

Quantity Unit 1.00 Item

$160,000.00

0.00%

$160,000.00

7/1C 7/1D 7/1E

1.3d 1.3d 1.3d

Fencing - Northern Frontage Planter Boxes including irrigation - Northern Frontage Kerbs & Gutter - Northern Frontage

1.00 Item 1.00 Item 1.00 Item

$12,000.00 $20,000.00 $22,500.00

0.00% 0.00% 0.00%

$12,000.00 $20,000.00 $22,500.00

TOTAL (EXCL GST)

$222,500.00

EXTERNAL SERVICES 8/1A

All Codes

8/1B

All Codes

Allowance for service connections for items specific to the Leisure Centre (sewer, stormwater, electrical, etc.) Contribution towards substation and HV works (based on GFA assessment of non parking areas. T

1.00 Item

$220,000.00

0.00%

$220,000.00

1.00 item

$255,000.00

0.00%

$255,000.00

TOTAL (EXCL GST)

$475,000.00

CONSULTANT FEES 9/1A

All Codes

Provision for consultants

1.00 Item

$3,100,839.00

0.00%

TOTAL (EXCL GST)

$3,100,839.00

DA LODGEMENT/AUTHORITY FEES 10/1A 10/1B 10/1C

All Codes All Codes All Codes

DA Application Fee Referral of DA to the design review panel Long Service Levy

1.00 Item 1.00 Item 1.00 Item

$299,181.00 $30,000.00 $185,583.55

-83.00% -83.00% 0.00%

TOTAL (EXCL GST)

$50,860.77 $5,100.00 $185,583.55

$241,544.32

PRELIMINARIES/OVERHEADS/MARGIN 11/1A

All Codes

Allowance for Preliminaries/OH/Margin

1.00 Item

$11,134,900.00

0.00%

TOTAL (EXCL GST)

$11,134,900.00

EXTENSION OF SLAB FOR EGRESS ACCESS - 4 Aug 2020 Demolition Allowance to saw cut/demolish capping beam and part of shoring wall - up to 2m (25m) Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement in beams (150kg/m3) D&C Post-tensioning - 6kg/m2 Vertical face formwork for slab thickenings 750mm high Curing and finishing of concrete surface B Class Hoarding Allowance for B Class Hoarding including steel posts Allowance for formwork plywood to enclose three sides of hoarding and painted (Assume 3x3x3m) Allowance for lighting - T3 10 Lights Design Allowance for 5% Preliminaries & Margin Allowance for 21%

TOTAL (EXCL GST)

$800.00

0.00%

$40,000.00

21.00 m3 54.00 m3

$380.00 $380.00

0.00% 0.00%

$7,980.00 $20,520.00

t t t m2 m2

$2,370.00 $2,370.00 $6,650.00 $150.00 $5.00

0.00% 0.00% 0.00% 0.00% 0.00%

$2,986.20 $19,197.00 $997.50 $7,500.00 $420.00

25.00 m 300.00 m2

$2,250.00 $125.00

0.00% 0.00%

$56,250.00 $37,500.00

1.26 8.10 0.15 50.00 84.00

10.00 No

$600.00

0.00%

$6,000.00

1.00 Item

$8,971.00

0.00%

$8,971.00

1.00 Item

$43,809.07

0.00%

$43,809.07

$252,130.77

$67,753,270.93

GRAND TOTAL (EXCL GST)

Billbergia

50.00 m2

36 of 36

VPA RCC Cost Plan

RRC VPA COST PLAN Description EARLY WORKS RLC BASEMENT SHARED BASEMENT LEISURE CENTRE Structure & Blockwork Precast Walls and façade Level 1 - Lobby Fitout Level 1 - Childcare Fitout Level 1 - Allied Health Fitout Level 1 - Community Space and Kitchen Level 1 - Café and Kitchen Fitout Level 2 - Lobby Fitout Level 2 - Health Centre Level 2 - Sports Hall Level 2 - Gymnastics Centre Level 2 - Occocasional Care (Creche) Level 2 - Allied Health Level 2 - Café Mezzanine Fitout SERVICES Hydraulics Electrical Fire Services Mechanical Vertical SHARED LEISURE CENTRE PROVISIONAL SUMS EXTERNAL WORKS EXTERNAL SERVICES CONSULTANT FEES DA LODGEMENT/AUTHORITY FEES PRELIMINARIES/OVERHEADS/MARGIN EXTENSION OF SLAB FOR EGRESS ACCESS - 4 Aug 2020

Subtotal Total NEW BASELINE

BB Total Current - 4 August

MB Total - 4 August

$3,783,109.67 $7,471,529.23 $1,506,327.86

$3,799,151.48 $7,458,229.23 $1,506,327.86

16,041.81 -13,300.00 0.00

128,875.45 -400.00 0.00

0.00 5,855.00 0.00

-112,833.64 -18,755.00 0.00

$11,208,911.59 $5,898,028.27 $927,739.00 $811,863.41 $158,770.00 $418,060.00 $259,562.00 $704,101.00 $930,926.00 $614,002.00 $325,942.00 $274,770.00 $203,100.00 $50,514.00 $601,375.00

$11,206,061.59 $5,898,028.27 $927,739.00 $811,863.41 $158,770.00 $418,060.00 $259,562.00 $704,101.00 $930,926.00 $614,002.00 $325,942.00 $274,770.00 $203,100.00 $50,514.00 $601,375.00

-2,850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

-2,850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

$1,207,820.00 $3,745,155.25 $712,723.50 $3,707,220.00 $645,750.00 $2,064,071.51 $4,095,000.00 $222,500.00 $475,000.00 $3,100,839.00 $241,544.32 $11,135,012.97

$1,207,820.00 $3,745,155.25 $712,723.50 $3,707,220.00 $645,750.00 $2,064,071.51 $4,095,000.00 $222,500.00 $475,000.00 $3,100,839.00 $241,543.94 $11,134,990.26

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.38 -22.71

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 449.66 26,979.85

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.52 631.05

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -460.56 -27,633.61

$252,068.99

$67,753,336.57 $67,753,336.57

$67,753,205.29 $67,753,205.29

Total Delta 3 July 2020

$ $

(131.28) $ (131.28) $

Quantity Delta

155,904.96 $ 155,904.96 $

Rate Delta

3,646.57 $ 3,646.57 $

Apportionment & Scope Delta

(159,682.81) (159,682.81)

$67,753,270.93

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Billbergia - 4 August 2020 Bill Ref.

Description

Quantity

Unit

Rate

Markup

APPORTIONMENT RATIOS Area Apportionment Shared Area Zones Volume Apportionment RL 10.5 to 6.1 Volume Apportionment RL 6.1 to 2.7 Tower D Floor level Apportionment Tower E Floor level Apportionment Basement Apportionment Basement Level 6 through to Level 3

1/1A 1/1B

1/1C 1/1D 1/1E 1/1F 1/1G 1/1H 1/1J

Mitchell Brandtman 4 August 2020 Total

Quantity

-78.0% -50.0% -40.0% -10.0% -82.9% -88.7% -69.55% -58.0%

Agreed Agreed Agreed Agreed Agreed Agreed Agreed Agreed

Shared Base Vertical Structure - B6 through to B3 White Zones

-58.0%

ABC / MM Review

Shared Base Vertical Structure - B6 through to B3 Yellow Zones

-78.0%

Agreed

EARLY WORKS DEMOLITION & SITE CLEARANCE Allowance for Demolition Allowance Substation Removal BULK EXCAVATION Bulk Excavation Mobilisation/Demobilsation Street Sweeper & Dust Control Measures Dewatering Managment Noise & Vibration Monitoring Cranage for all machinery and equipment Excavation of Perimeter Planter beds down to average base line of 10.5 RL (Walker, Gauthorpe & Marquet Street) [Area: 1266] Excavation from footprint of existing building slab down to average 10.5RL [Area: 5222]

1.00 1.00

Item Item

Unit

Rate

Markup -78.0% -50.0% -40.0% -10.0% -82.9% -88.7% -69.55% -58.0%

-100.0% -100.0%

$0.00 $0.00

0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00

Total Cost Delta

Quantity Delta

Apportionment & Scope Delta

Rate Delta

Agreed Agreed Agreed Agreed Agreed Agreed Agreed Agreed

-58.0% ABC / MM Review -78.0%

500,000.00 150,000.00

Difference Total

1.00 1.00

Item Item

Agreed

500,000.00 150,000.00

-100.0% -100.0%

0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL INCL

0.00 0.00

424.00

45.00

-78.0%

$4,189.97

424.00

45.00

-78.0%

4,189.97

0.00

1,933.00

45.00

-78.0%

$19,101.91

1,933.00

45.00

-100.0%

0.00

-19,101.91

1/1K

Bulk Excavation from Level 10.5 RL down to B01 6.1RL [Area: 6488]

28,543.74

70.00

-40.0%

$1,198,836.88

19,220.00

70.00

1,345,400.00

146,563.12

1/1L

22,056.52

70.00

-10.0%

$1,389,560.93

20,146.00

70.00

1,410,220.00

20,659.07

1/1M 1/1N 1/1P

Excavation from Level 6.1 RL down to B02 2.7RL [Area: 6488] Detail Excavation Excavation of Footings Pad Footing, PF1,2,3,4,5,6 Strip Footing - SF1 Undefined Pad Footing

396.00 19.00 87.00

m3 m3 m3

150.00 150.00 150.00

-78.0% -78.0% -78.0%

$13,044.24 $625.86 $2,865.78

396.00 19.00 87.00

m3 m3 m3

150.00 150.00 150.00

-78.0% -78.0% -78.0%

13,044.24 625.86 2,865.78

0.00 0.00 0.00

1/1Q

Lift Core Base - Tower D

354.00

250.00

-82.9%

$15,142.35

354.00

250.00

-100.0%

0.00

-15,142.35

1/1R

373.00

250.00

-88.7%

$10,509.28

373.00

250.00

-100.0%

0.00

-10,509.28

2.00 67.00 126.00 28.00 63.00 402.00

Item No No No No No

2,500.00 750.00 800.00 1,350.00 1,450.00 1,600.00

-69.6% -69.6% -69.6% -69.6% -69.6% -69.6%

$1,522.50 $15,301.13 $30,693.60 $11,510.10 $27,816.08 $195,854.40

2.00 67.00 126.00 28.00 63.00 402.00

Item No No No No No

2,500.00 750.00 800.00 1,350.00 1,450.00 1,600.00

-69.6% -69.6% -69.6% -69.6% -69.6% -69.6%

1,522.50 15,301.13 30,693.60 11,510.10 27,816.08 195,854.40

0.00 0.00 0.00 0.00 0.00 0.00

114.00

1,500.00

-69.6%

$52,069.50

114.00

1,500.00

-69.6%

52,069.50

0.00

800.00

No Note

60.00 0.00

-69.6% 0.0%

$14,616.00 $0.00

800.00

No Note

60.00 0.00

-69.6% 0.0%

14,616.00 0.00

0.00 0.00

1.00 2,375.00

Item m

20,000.00 226.08

-69.6% -69.6%

$6,090.00 $163,498.23

1.00 2,375.00

Item m

20,000.00 226.08

-69.6% -69.6%

6,090.00 163,498.23

0.00 0.00

672.00

0.00

0.0%

$0.00

672.00

0.00

0.0%

INCL

120.96 672.00 125.00 1.00

t m3 No Item Note

2,500.00 95.00 350.00 160,000.00 0.00

-69.6% -69.6% -69.6% -69.6% 0.0%

$92,080.80 $19,439.28 $13,321.88 $48,720.00 $0.00

120.96 672.00 125.00 1,424.00

t m3 No m2 Note

2,500.00 95.00 350.00 40.00 0.00

-69.6% -69.6% -69.6% -69.6% 0.0%

92,080.80 19,439.28 13,321.88 17,344.32 0.00

0.00 0.00 0.00 -31,375.68 0.00

1.00 1,150.00

Item m3

25,000.00 450.00

-69.6% -69.6%

$7,612.50 $157,578.75 $0.00 $0.00 $41,495.74

1.00

Item m3 m3 m3 t

25,000.00 450.00 450.00 450.00 2,370.00

-69.6% -69.6% -69.6% -69.6% -69.6%

7,612.50 0.00 44,122.05 93,588.08 0.00

0.00 -157,578.75 44,122.05 93,588.08 -41,495.74

1/3C

Lift Core Base - Tower E ANCHORS Anchoring Mobilisation / Demobilisation Supply and Install 3 strand anchors Supply and Install 4 strand anchors Supply and Install 5 strand anchors Supply and Install 6 strand anchors Supply and Install 7 strand anchors Allowance for additional anchors required by site conditions and engineer review Patching of all anchor holes after destressing Vertical areas for from L1 to B2 = 2323m2 out of 6388m2 PILING Establishment/Demobilsation Boring of 600mm dia. Pile down to 23.5m deep average Grout inject concrete slurry mix into 600mm dia. Pile - 40MPA Concrete Supply/sundries/wastage 600mm dia. Pile - Supply & Install reinforcement Cage Load,cart and dispoal of Pile material Trim Top of Piles to required RL Create Piling Platform Vertical areas for from L1 to B2 = 2323m2 out of 6388m2 SHOTCRETE 150-180mm thick /32MPA Shotcrete Wall including mesh with sponge finish - down to B6 Shotcrete Mobilisation / Demobilisation 150-180mm thick /32MPA Shotcrete Wall 180mm thick shotcrete 150mm thick shotcrete Supply of Bar Reinforcement (50kg/m3) N20 galv dowels (approx 600mm) drilled and grouted to piles ; 200cc ; dwg SK0106 Mesh Reinforcement RL1018 Mesh RL818 Mesh Trim between shoring piles to required depth Strip drain behind wall CAPPING BEAM Blinding Layer

1/3D

700-1200 x 700mm 40 MPa Concrete Supply including placement

1/3E 1/3F

Supply Bar Reinforcement (180kg/m3) Fixing of Bar reinforcement (180kg/m3) N28 Reinforcement bar N20 Reinforcement bar N12 Reinforcement ties (300cc) Corner details, starter bars and undocumented Formwork face to exposed sides of capping beam RLC BASEMENT RLC CONCRETE WORKS (WHITE ZONES) Vertical Structure

1/1S 1/1T 1/2A 1/2B 1/2C 1/2D 1/2E 1/2F 1/2G 1/2H 1/2J 1/2K 1/2L 1/2M 1/2N 1/2P 1/2Q

1/2R 1/2S

1/2T

1/2U

1/3A 1/3B

1/3G

0.00 0.00 0.00

-31,375.68

0.00 0.00 0.00 0.00

0.00 -157,578.75 44,122.05 93,588.08 -41,495.74

0.00 0.00 0.00 0.00 0.00

$0.00

57.50

6,388.00

2,370.00

-69.6%

25.00

-69.6%

322.00 683.00 0.00

$0.00

13,697

14.00

-69.6%

58,390.31

0.00

0.00 1,699.00 4,324.00 0.00 2,374.00

m2 m2 m2 m2 m

25.00 32.00 21.00 35.00 85.00

-69.6% -69.6% -69.6% -69.6% -69.6%

0.00 16,555.06 27,649.82 0.00 61,445.06

-48,628.65 16,555.06 27,649.82 -68,080.11 0.00

-48,628.65 16,555.06 27,649.82

0.00 0.00 0.00 -68,080.11 0.00

25,000.00

-78.0%

5,490.00

0.00

6,388.00 2,374.00

m2 m

35.00 85.00

-69.6% -69.6%

$48,628.65 $0.00 $0.00 $68,080.11 $61,445.06

1.00

Item

25,000.00

-78.0%

$5,490.00

1.00

Item

174.00

31.32 31.32

t t

590.00

151.00

0.00 0.00

380.00

-78.0%

$14,519.95

174.00

380.00

-78.0%

14,519.95

0.00

1,410.00 960.00

-78.0% -78.0%

120.00

-78.0%

$9,697.80 $6,602.76 $0.00 $0.00 $0.00 $0.00 $15,547.68

0.00 0.00 18.93 3.87 6.41 2.93 590.00

t t t t t t m2

1,410.00 960.00 2,370.00 2,370.00 2,370.00 2,370.00 120.00

-78.0% -78.0% -78.0% -78.0% -78.0% -78.0% -78.0%

0.00 0.00 9,852.16 2,014.15 3,336.10 1,524.92 15,547.68

-9,697.80 -6,602.76 9,852.16 2,014.15 3,336.10 1,524.92 0.00

151.00

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Basement Level 6 (2750mm high)

2/1A 2/1B 2/1C 2/1D 2/1E 2/1F

Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 98] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 98] Face Formwork to Columns [Number of: 98] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 8] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 8] Face Formwork to Columns [Number of: 8] Vertical Walls

460.00

-58.0%

$29,173.20

460.00

-58.0%

29,173.20

0.00

26.43

2,370.00

-58.0%

$26,308.42

26.43

2,370.00

-58.0%

26,308.42

0.00

769.00

135.00

-58.0%

$43,602.30

769.00

135.00

-58.0%

43,602.30

0.00

18.00

460.00

-58.0%

$3,477.60

18.00

460.00

-58.0%

3,477.60

0.00

3.15

2,370.00

-58.0%

$3,135.51

3.15

2,370.00

-58.0%

3,135.51

0.00

66.00

325.00

-58.0%

$9,009.00

66.00

325.00

-58.0%

9,009.00

0.00

460.00

-58.0%

$0.00

0.00

460.00

-58.0%

0.00

2,370.00

-58.0%

$0.00

0.00

2,370.00

-58.0%

0.00

135.00

-58.0%

$0.00

0.00

135.00

-58.0%

0.00

2/1G

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 80]

0.00

2/1H

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Length: 80]

0.00

2/1J

Face Formwork to Walls [Length: 80] Basement Level 5 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 98] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 98] Face Formwork to Columns [Number of: 98] Circular Columns

0.00

151.00

26.43

769.00

2/1K 2/1L 2/1M 2/1N 2/2A 2/2B

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 8] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 8] Face Formwork to Columns [Number of: 8] Vertical Walls

460.00

-58.0%

$29,173.20

151.00

2,370.00

-58.0%

$26,308.42

26.43

135.00

-58.0%

$43,602.30

769.00

18.00

460.00

-58.0%

$3,477.60

3.15

2,370.00

-58.0%

66.00

325.00

2/2C

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 80]

0.00

2/2D

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Length: 80]

0.00

2/2E

Face Formwork to Walls [Length: 80] Basement Level 4 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 98] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 98] Face Formwork to Columns [Number of: 98] Circular Columns

0.00

151.00

26.43

769.00 18.00

2/2F 2/2G 2/2H 2/2J 2/2K 2/2L

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 8] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 8] Face Formwork to Columns [Number of: 8] Vertical Walls

135.00

-58.0%

43,602.30

0.00

18.00

460.00

-58.0%

3,477.60

0.00

$3,135.51

3.15

2,370.00

-58.0%

3,135.51

0.00

-58.0%

$9,009.00

66.00

325.00

-58.0%

9,009.00 0.00

0.00

460.00

-58.0%

$0.00

0.00

460.00

-58.0%

0.00

2,370.00

-58.0%

$0.00

0.00

2,370.00

-58.0%

0.00

135.00

-58.0%

$0.00

0.00

135.00

-58.0%

0.00

26.43

135.00

-58.0%

$43,602.30

769.00

460.00

-58.0%

$3,477.60

18.00

460.00

-58.0%

29,173.20

0.00

2,370.00

-58.0%

26,308.42

0.00

135.00

-58.0%

43,602.30

0.00

460.00

-58.0%

3,477.60

0.00

3.15

2,370.00

-58.0%

$3,135.51

3.15

2,370.00

-58.0%

3,135.51

0.00

66.00

325.00

-58.0%

$9,009.00

66.00

325.00

-58.0%

9,009.00

0.00

460.00

-58.0%

$0.00

0.00

460.00

-58.0%

0.00

2,370.00

-58.0%

$0.00

0.00

2,370.00

-58.0%

0.00

135.00

-58.0%

$0.00

0.00

135.00

-58.0%

0.00

2/2P

Face Formwork to Walls [Length: 80] Basement Level 3 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 98] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 98] Face Formwork to Columns [Number of: 98] Circular Columns

0.00

151.00

26.43

769.00

2/3F

0.00

151.00

0.00

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 8] Face Formwork to Columns [Number of: 8]

0.00

$26,308.42

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Length: 80]

2/3E

0.00

$29,173.20

2/2N

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 8]

0.00

-58.0%

2/3D

0.00

26,308.42

-58.0%

0.00

2/3C

29,173.20

-58.0%

460.00

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 80]

2/3B

-58.0%

2,370.00

2/2M

2/3A

460.00 2,370.00

460.00

-58.0%

$29,173.20

151.00

2,370.00

-58.0%

$26,308.42

26.43

460.00

-58.0%

29,173.20

0.00

2,370.00

-58.0%

26,308.42

0.00

135.00

-58.0%

$43,602.30

769.00

0.00

135.00

-58.0%

43,602.30

0.00

18.00

460.00

-58.0%

$3,477.60

0.00

18.00

460.00

-58.0%

3,477.60

0.00

3.15

2,370.00

-58.0%

0.00

$3,135.51

3.15

2,370.00

-58.0%

3,135.51

0.00

66.00

325.00

-58.0%

0.00

$9,009.00

66.00

325.00

-58.0%

9,009.00

0.00

Page 1 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

Description

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Quantity Delta

Apportionment & Scope Delta

Rate Delta

Vertical Walls 2/3G

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 146]

0.00

460.00

-58.0%

$0.00

0.00

460.00

-58.0%

0.00

2/3H 2/3J

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 146] Basement Level 2 (3150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 98] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 98] Circular Columns

0.00 0.00

t m2

2,370.00 135.00

-58.0% -58.0%

$0.00 $0.00

0.00 0.00

t m2

2,370.00 135.00

-58.0% -58.0%

0.00 0.00

173.00

460.00

-50.0%

$39,790.00

173.00

460.00

-50.0%

39,790.00

0.00

30.28 881.00

t m2

2,370.00 135.00

-50.0% -50.0%

$35,881.80 $59,467.50

30.28 881.00

t m2

2,370.00 135.00

-50.0% -50.0%

35,881.80 59,467.50

0.00 0.00

2/3K 2/3L 2/3M 2/3N

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 8]

21.00

460.00

-50.0%

$4,830.00

21.00

460.00

-50.0%

4,830.00

0.00

2/3P 2/4A

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 8] Vertical Walls

3.68 75.00

t m2

2,370.00 325.00

-50.0% -50.0%

$4,360.80 $12,187.50

3.68 75.00

t m2

2,370.00 325.00

-50.0% -50.0%

4,360.80 12,187.50

0.00 0.00

2/4B

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 146]

0.00

460.00

-50.0%

$0.00

0.00

460.00

-50.0%

0.00

2/4C 2/4D

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 146] Basement Level 1 (5150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 49] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 49] Circular Columns

0.00 0.00

t m2

2,370.00 135.00

-50.0% -50.0%

$0.00 $0.00

0.00 0.00

t m2

2,370.00 135.00

-50.0% -50.0%

0.00 0.00

169.00

460.00

-50.0%

$38,870.00

169.00

460.00

-50.0%

38,870.00

0.00

29.58 853.00

t m2

2,370.00 180.00

-50.0% -50.0%

$35,052.30 $76,770.00 $0.00

29.58 853.00

t m2

2,370.00 180.00

-50.0% -50.0%

35,052.30 76,770.00

0.00 0.00

2/4E 2/4F 2/4G 2/4H

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5]

26.00

460.00

-50.0%

$5,980.00

26.00

460.00

-50.0%

5,980.00

0.00

2/4J 2/4K

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5] Vertical Walls

4.55 92.00

t m2

2,370.00 325.00

-50.0% -50.0%

$5,391.75 $14,950.00

4.55 92.00

t m2

2,370.00 325.00

-50.0% -50.0%

5,391.75 14,950.00

0.00 0.00

2/4L

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 109]

76.00

460.00

-50.0%

$17,480.00

76.00

460.00

-50.0%

17,480.00

0.00

2/4M 2/4N

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 109] Horizontal Structure Basement 2 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply)

13.30 558.00

t m2

2,370.00 180.00

-50.0% -50.0%

$15,760.50 $50,220.00

13.30 558.00

t m2

2,370.00 180.00

-50.0% -50.0%

15,760.50 50,220.00

0.00 0.00

1,456.00

380.00

0.0%

$553,280.00

1,456.00

380.00

0.0%

553,280.00

0.00

84.00

380.00

0.0%

$31,920.00

84.00

380.00

0.0%

31,920.00

0.00

$207,043.20

87.36

2,370.00

0.0%

207,043.20

0.00

0.00 0.00

2/5A 2/5B 2/5C

Supply & Install of Bar Reinforcement (60kg/m3)

87.36

2,370.00

0.0%

2/5D

Supply & Install of Bar Reinforcement (150kg/m3) in beams

12.60

2,370.00

0.0%

$29,862.00

12.60

2,370.00

0.0%

29,862.00

0.00

2/5E

D&C Post-tensioning - 6kg/m2

34.74

6,650.00

0.0%

$231,021.00

34.74

6,650.00

0.0%

231,021.00

0.00

2/5F 2/5G 2/5H 2/5J 2/5K

130.00 55.00 130.00 260.00 5.00

0.0% 0.0% 0.0% 0.0% 0.0%

$752,570.00 $18,755.00 $76,115.00 $57,980.00 $28,945.00

5,789.00 0.00 585.50 223.00 5,789.00

m2 m m2 m m2

130.00 45.00 140.00 260.00 5.00

0.0% 0.0% 0.0% 0.0% 0.0%

752,570.00 0.00 81,970.00 57,980.00 28,945.00

0.00 -18,755.00 5,855.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 5,855.00 0.00 0.00

0.00 -18,755.00 0.00 0.00 0.00

2/5Q

250mm slab - Formwork soffit Edge formwork to perimeter Vertical face formwork for slab thickenings 251-650mm high Movement Joints - TMJ/PMJ Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser Basement 1 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3)

2/5R

D&C Post-tensioning - 6kg/m2

2/6A

250mm slab - Formwork soffit

3,555.00

2/6B

Allowance for double propping/catchdeck formwork

2/6C 2/6D 2/6E

Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Movement Joints - TMJ/PMJ RLC CONCRETE WORKS (GREEN ZONES) Vertical Structure Basement Level 6 (2750mm high) Circular Columns

2/6F

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6]

2/5L 2/5M 2/5N

2/5P

5,789.00 341.00 585.50 223.00 5,789.00

m2 m m2 m m2

7.00

380.00

0.0%

$2,660.00

7.00

380.00

0.0%

2,660.00

0.00

1.23 18.00

t m2

2,370.00 150.00

0.0% 0.0%

$2,903.25 $2,700.00

1.23 18.00

t m2

2,370.00 150.00

0.0% 0.0%

2,903.25 2,700.00

0.00 0.00

1,044.00

380.00

0.0%

$396,720.00

1,044.00

380.00

0.0%

396,720.00

0.00

62.64

2,370.00

0.0%

$148,456.80

62.64

2,370.00

0.0%

148,456.80

0.00

21.33

6,550.00

0.0%

$139,711.50

21.33

6,550.00

0.0%

139,711.50

0.00

130.00

0.0%

$462,150.00

3,555.00

130.00

0.0%

462,150.00

0.00

3,555.00

185.00

0.0%

$657,675.00

3,555.00

185.00

0.0%

657,675.00

0.00

306.88 3,555.00 148.00

m2 m2 m

140.00 5.00 260.00

0.0% 0.0% 0.0%

$42,963.20 $17,775.00 $38,480.00

306.88 3,555.00 148.00

m2 m2 m

140.00 5.00 260.00

0.0% 0.0% 0.0%

42,963.20 17,775.00 38,480.00

0.00 0.00 0.00

9.00

1.58

2/6H

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 6] Face Formwork to Columns [Number of: 6] Basement Level 5 (2750mm high) Circular Columns

42.00

2/6J

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6]

9.00

1.58

42.00

2/6G

2/6L

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 6] Face Formwork to Columns [Number of: 6] Basement Level 4 (2750mm high) Circular Columns

2/6M

2/6K

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6]

9.00

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 6] Face Formwork to Columns [Number of: 6] Basement Level 3 (2750mm high) Circular Columns

1.58

2/7A

42.00

2/7B

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6]

9.00

2/6N

1.58

2/7D

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) [Number of: 6] Face Formwork to Columns [Number of: 6] Basement Level 2 (3150mm high) Circular Columns

42.00

2/7C

460.00

0.0%

$4,140.00

9.00

2,370.00

0.0%

$3,744.60

1.58

325.00

0.0%

$13,650.00

42.00

460.00

0.0%

$4,140.00

9.00

2,370.00

0.0%

$3,744.60

1.58

325.00

0.0%

$13,650.00

42.00

9.00

460.00

0.0%

2,370.00

0.0%

$3,744.60

1.58

325.00

0.0%

$13,650.00

$4,140.00

42.00

460.00

0.0%

$4,140.00

9.00

2,370.00

0.0%

$3,744.60

1.58

325.00

0.0%

$13,650.00

42.00

460.00

0.0%

4,140.00

0.00

2,370.00

0.0%

3,744.60

0.00

325.00

0.0%

13,650.00

0.00

460.00

0.0%

4,140.00

0.00

2,370.00

0.0%

3,744.60

0.00

325.00

0.0%

13,650.00

0.00

460.00

0.0%

4,140.00

0.00

2,370.00

0.0%

3,744.60

0.00

325.00

0.0%

13,650.00

0.00

460.00

0.0%

4,140.00

0.00

2,370.00

0.0%

3,744.60

0.00

325.00

0.0%

13,650.00

0.00

2/7E

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6]

10.00

460.00

0.0%

$4,600.00

10.00

460.00

0.0%

4,600.00

0.00

2/7F 2/7G

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 6] Basement Level 1 (5150mm high) Circular Columns

1.75 49.00

t m2

2,370.00 325.00

0.0% 0.0%

$4,147.50 $15,925.00

1.75 49.00

t m2

2,370.00 325.00

0.0% 0.0%

4,147.50 15,925.00

0.00 0.00

2/7H

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5]

15.00

460.00

0.0%

$6,900.00

15.00

460.00

0.0%

6,900.00

0.00

2/7J 2/7K

2.63 70.00

t m2

2,370.00 325.00

0.0% 0.0%

$6,233.10 $22,750.00

2.63 70.00

t m2

2,370.00 325.00

0.0% 0.0%

6,233.10 22,750.00

0.00 0.00

2/7L 2/7M

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5] MASONRY 190mm corefilled blockwork wall (1m high corefill) Basement 2 Basement 1

2/7N

Allowance for wall sitffeners

2/8A

2/8B 2/8C

2/8D 2/8E

2/8F

2/8G 2/8H 2/8J

2/8K 2/8L 2/8M 2/8N 2/9A

2/9B 2/9C 2/9D 2/9E 2/9F

WATERPROOFING Waterproofing membrane to: Grease Arrestor Room Allowance for waterproofing to hobs in basement - Assume 5% of Area Basement 2 Basement 1 DOORS/FRAMES& HARDWARE Supply and install timber Single Leaf solid core doors unit including frame/hardware Basement 2 Basement 1 Supply and install timber Double Leaf solid core doors unit including frame/hardware Basement 1 SEALERS Clean and seal basement carpark surface Basement 2 Basement 1 Epoxy Flooring to Garbage room areas Basement 1 FLOOR MARKING Carpark Bay Linemarking Basement 2 Basement 1 Carpark Pictograms Basement 2 Basement 1 Carpark Shared Zone Finishes Basement 1 FITMENTS Carpark Bay Wheelstops Basement 2 Basement 1 Bike Racks Bike rack with ring loops set Bollards to shared zone spaces Basement 2 Basement 1 Metalworks

512.00 805.00

m2 m2

230.00 280.00

0.0% 0.0%

$117,760.00 $225,400.00

512.00 805.00

m2 m2

230.00 280.00

0.0% 0.0%

117,760.00 225,400.00

0.00 0.00

1,317.00

50.00

0.0%

$65,850.00

1,317.00

50.00

0.0%

65,850.00

0.00

17.00

45.00

0.0%

$765.00

17.00

45.00

0.0%

765.00

0.00

0.00 25.00

m2 m2

60.00 60.00

0.0% 0.0%

$0.00 $1,500.00

0.00 25.00

m2 m2

60.00 60.00

0.0% 0.0%

0.00 1,500.00

0.00 0.00

5.00 7.00

No No

1,550.00 1,550.00

0.0% 0.0%

$7,750.00 $10,850.00

5.00 7.00

No No

1,550.00 1,550.00

0.0% 0.0%

7,750.00 10,850.00

0.00 0.00

2.00

1,950.00

0.0%

$3,900.00

2.00

1,950.00

0.0%

3,900.00

0.00

5,789.00 3,555.00

m2 m2

11.00 11.00

0.0% 0.0%

$63,679.00 $39,105.00

5,789.00 3,555.00

m2 m2

11.00 11.00

0.0% 0.0%

63,679.00 39,105.00

0.00 0.00

154.00

55.00

0.0%

$8,470.00

154.00

55.00

0.0%

8,470.00

0.00

114.00 35.00

each each

0.00 0.00

0.0% 0.0%

$0.00 $0.00

114.00 35.00

each each

0.00 0.00

0.0% 0.0%

INCL INCL

15.00 10.00

each each

0.00 0.00

0.0% 0.0%

$0.00 $0.00

15.00 10.00

each each

0.00 0.00

0.0% 0.0%

INCL INCL

4.00

each

0.00

0.0%

$0.00

4.00

each

0.00

0.0%

INCL

114.00 35.00

each each

120.00 120.00

0.0% 0.0%

$13,680.00 $4,200.00

114.00 35.00

each each

120.00 120.00

0.0% 0.0%

13,680.00 4,200.00

0.00 0.00

4.00

each

1,500.00

0.0%

$6,000.00

4.00

each

1,500.00

0.0%

6,000.00

0.00

20.00 20.00

each each

1,000.00 1,000.00

0.0% 0.0%

$20,000.00 $20,000.00

20.00 20.00

each each

1,000.00 1,000.00

0.0% 0.0%

20,000.00 20,000.00

0.00 0.00

Page 2 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref. 2/9G

Description Allowance for misc metalworks such as column guards, crash barriers, pipe guards Movement Joints

Quantity

Unit

Rate

Unit

Rate

1.00

Item

10,000.00

Markup 0.0%

Total $10,000.00

Quantity 1.00

Item

10,000.00

Markup

Total

Total Cost Delta

0.0%

10,000.00

0.00

Quantity Delta

Apportionment & Scope Delta

Rate Delta

2/9H

Basement 2

0.00

Item

40,000.00

0.0%

Included

1.00

Item

0.0%

0.00

2/9J

Basement 1 Signage Statutory Signage Wayfinding Signage Door Signs SERVICES HYDRAULIC SERVICES Allowance for Hydraulic Services to Basements Basement 2 Basement 1 Grease Arrestor Tanks ELECTRICAL SERVICES Allowance for Electrical Services & Comms to Basements Basement 2 Basement 1 MECHANICAL SERVICES Basement 2 Basement 1 DRY FIRE SERVICES Dry Fire Services to Basements with EWIS Basement 2 Basement 1 WET FIRE SERVICES Basement 2 Basement 1 WASTE BINS Allowance for bins ADDITIONAL PPR ITEMS IT Systems to suit council A/C to dock manager office 3 x D GPO (Dock manager) Downlighting to lift lobby Lift lobby - tiling in front of lifts Lift lobby - Render & paint to lift core walls Lift lobby - All columns to be painted full height Lift lobby - suspended plasterboard ceiling Motorised roller shutter approx. 7.6 x 5.2m high between Turn Table & RCC Delivery SHARED BASEMENT

0.00

Item

40,000.00

0.0%

Included

1.00

Item

0.0%

0.00

1.00 1.00 1.00

Item Item Item

8,000.00 8,000.00 3,400.00

0.0% 0.0% 0.0%

$8,000.00 $8,000.00 $3,400.00

1.00 1.00 1.00

Item Item Item

8,000.00 8,000.00 3,400.00

0.0% 0.0% 0.0%

8,000.00 8,000.00 3,400.00

0.00 0.00 0.00

5,789.00 3,555.00 4.00

m2 m2 No

17.25 17.25 2,500.00

0.0% 0.0% 0.0%

$99,860.25 $61,323.75 $10,000.00

5,789.00 3,555.00 4.00

m2 m2 No

17.25 17.25 2,500.00

0.0% 0.0% 0.0%

99,860.25 61,323.75 10,000.00

0.00 0.00 0.00

5,789.00 3,555.00

m2 m2

46.00 46.00

0.0% 0.0%

$266,294.00 $163,530.00

5,789.00 3,555.00

m2 m2

46.00 46.00

0.0% 0.0%

266,294.00 163,530.00

0.00 0.00

5,789.00 3,555.00

m2 m2

57.50 57.50

0.0% 0.0%

$332,867.50 $204,412.50

5,789.00 3,555.00

m2 m2

57.50 57.50

0.0% 0.0%

332,867.50 204,412.50

0.00 0.00

5,789.00 3,555.00

m2 m2

17.25 17.25

0.0% 0.0%

$99,860.25 $61,323.75

5,789.00 3,555.00

m2 m2

17.25 17.25

0.0% 0.0%

99,860.25 61,323.75

0.00 0.00 0.00 0.00

2/9K 2/9L 2/9M

2/9N 2/9P 2/9Q

2/10A 2/10B 2/10C 2/10D

2/10E 2/10F 2/10G 2/10H 2/10J 2/10K 2/10L 2/10M 2/10N 2/10P 2/10Q 2/10R 2/10S 2/11A

5,789.00 3,555.00

m2 m2

51.75 51.75

0.0% 0.0%

$299,580.75 $183,971.25

5,789.00 3,555.00

m2 m2

51.75 51.75

0.0% 0.0%

299,580.75 183,971.25

1.00

Item

5,000.00

0.0%

$5,000.00

1.00

Item

5,000.00

0.0%

5,000.00

0.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item Item Item Item

7,500.00 7,000.00 0.00 2,000.00 8,000.00 45,000.00 46,000.00 7,500.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$7,500.00 $7,000.00 $0.00 $2,000.00 $8,000.00 $45,000.00 $46,000.00 $7,500.00

1.00 1.00 1.00 16.00 160.00 305.00 1,051.00 160.00

Item Item Item No m² m² m² m²

2,500.00 9,500.00 0.00 250.00 220.00 85.00 25.00 120.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

2,500.00 9,500.00 INCL 4,000.00 35,200.00 25,925.00 26,275.00 19,200.00

-5,000.00 2,500.00 INCL 2,000.00 27,200.00 -19,075.00 -19,725.00 11,700.00

2,000.00 27,200.00 -19,075.00 -19,725.00 11,700.00

0.00

Item

20,000.00

0.0%

$0.00

1.00

Item

0.00

0.0%

0.00

104.00

460.00

-78.0%

$10,505.66

104.00

460.00

-78.0%

10,505.66

0.00

18.20 513.00

t m2

2,370.00 150.00

-78.0% -78.0%

$9,472.23 $16,898.22

18.20 513.00

t m2

2,370.00 150.00

-78.0% -78.0%

9,472.23 16,898.22

0.00 0.00

-5,000.00 2,500.00

SHARED BASEMENT RLC CONCRETE WORKS (YELLOW ZONES)

3/1A 3/1B 3/1C

3/1D

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5]

0.00

460.00

-78.0%

$0.00

0.00

460.00

-78.0%

0.00

3/1E 3/1F

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5] Vertical Walls

0.00 0.00

t m2

2,370.00 325.00

-78.0% -78.0%

$0.00 $0.00

0.00 0.00

t m2

2,370.00 325.00

-78.0% -78.0%

0.00 0.00

3/1G

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 32]

17.00

460.00

-78.0%

$1,717.27

17.00

460.00

-78.0%

1,717.27

0.00

3/1H 3/1J

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 32] Horizontal Structure Basement 2 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser Basement 1 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Movement Joints - TMJ/PMJ Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser SHARED BASEMENT WITH TOWER D CONCRETE WORKS (BLUE ZONE) Vertical Structure Basement Level 6 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls

2.98 164.00

t m2

2,370.00 150.00

-78.0% -78.0%

$1,548.34 $5,402.16

2.98 164.00

t m2

2,370.00 150.00

-78.0% -78.0%

1,548.34 5,402.16

0.00 0.00

56.00

380.00

-78.0%

$4,673.09

56.00

380.00

-78.0%

4,673.09

0.00

3.36 1.30 222.00 22.20 222.00

t t m2 m2 m2

2,370.00 6,550.00 130.00 140.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0%

$1,748.72 $1,869.89 $6,337.66 $682.52 $243.76

3.36 1.30 222.00 22.20 222.00

t t m2 m2 m2

2,370.00 6,550.00 130.00 140.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0%

1,748.72 1,869.89 6,337.66 682.52 243.76

0.00 0.00 0.00 0.00 0.00

21.00

380.00

-78.0%

$1,752.41

21.00

380.00

-78.0%

1,752.41

0.00

3.68 58.00

t m2

2,370.00 150.00

-78.0% -78.0%

$1,912.66 $1,910.52

3.68 58.00

t m2

2,370.00 150.00

-78.0% -78.0%

1,912.66 1,910.52

0.00 0.00

551.00

380.00

-78.0%

$45,979.85

551.00

380.00

-78.0%

45,979.85

0.00

33.06 10.31 1,718.00 1,718.00 137.44 73.59 1,718.00

t t m2 m2 m2 m m2

2,370.00 6,650.00 130.00 185.00 150.00 260.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0% -78.0% -78.0%

$17,206.14 $15,056.11 $49,045.46 $69,795.47 $4,527.27 $4,201.69 $1,886.36

33.06 10.31 1,718.00 1,718.00 137.44 73.59 1,718.00

t t m2 m2 m2 m m2

2,370.00 6,650.00 130.00 185.00 150.00 260.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0% -78.0% -78.0%

17,206.14 15,056.11 49,045.46 69,795.47 4,527.27 4,201.69 1,886.36

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

21.00

380.00

-78.0%

$1,752.41

21.00

380.00

-78.0%

1,752.41

0.00

3.68 58.00

t m2

2,370.00 150.00

-78.0% -78.0%

$1,912.66 $1,910.52

3.68 58.00

t m2

2,370.00 150.00

-78.0% -78.0%

1,912.66 1,910.52

0.00 0.00

32.00 5.60 131.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$2,518.59 $2,270.84 $3,025.90

32.00 5.60 131.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

2,518.59 2,270.84 3,025.90

0.00 0.00 0.00

24.00 4.20 70.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$1,888.94 $1,703.13 $3,892.53

24.00 4.20 70.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

1,888.94 1,703.13 3,892.53

0.00 0.00 0.00

3/1K 3/1L 3/1M 3/1N 3/2A 3/2B 3/2C 3/2D 3/2E

3/2F 3/2G 3/2H 3/2J 3/2K 3/2L 3/2M 3/2N 3/2P 3/2Q 3/3A

3/3B 3/3C 3/3D 3/3E 3/3F 3/3G 3/3H

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 37]

3/3J 3/3K

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 5 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 4 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 3 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply)

3/3L 3/3M 3/3N

3/4A 3/4B 3/4C 3/4D 3/4E 3/4F 3/4G 3/4H 3/4J 3/4K 3/4L 3/4M

3/4N 3/4P 3/5A 3/5B 3/5C 3/5D 3/5E 3/5F 3/5G 3/5H 3/5J 3/5K

3/5L 3/5M 3/5N 3/5P 3/6A 3/6B 3/6C

15.00

460.00

-82.9%

$1,180.59

15.00

460.00

-82.9%

1,180.59

0.00

2.63 102.00

t m2

2,370.00 135.00

-82.9% -82.9%

$1,064.46 $2,356.05

2.63 102.00

t m2

2,370.00 135.00

-82.9% -82.9%

1,064.46 2,356.05

0.00 0.00

70.00 15.75 462.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$5,509.42 $6,386.74 $10,671.51

70.00 15.75 462.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

5,509.42 6,386.74 10,671.51

0.00 0.00 0.00

32.00 5.60 131.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$2,518.59 $2,270.84 $3,025.90

32.00 5.60 131.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

2,518.59 2,270.84 3,025.90

0.00 0.00 0.00

24.00 4.20 70.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$1,888.94 $1,703.13 $3,892.53

24.00 4.20 70.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

1,888.94 1,703.13 3,892.53

0.00 0.00 0.00

15.00 2.63 102.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$1,180.59 $1,064.46 $2,356.05

15.00 2.63 102.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

1,180.59 1,064.46 2,356.05

0.00 0.00 0.00

70.00 15.75 462.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$5,509.42 $6,386.74 $10,671.51

70.00 15.75 462.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

5,509.42 6,386.74 10,671.51

0.00 0.00 0.00

32.00 5.60 131.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$2,518.59 $2,270.84 $3,025.90

32.00 5.60 131.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

2,518.59 2,270.84 3,025.90

0.00 0.00 0.00

24.00 4.20 70.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$1,888.94 $1,703.13 $3,892.53

24.00 4.20 70.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

1,888.94 1,703.13 3,892.53

0.00 0.00 0.00

15.00 2.63 102.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$1,180.59 $1,064.46 $2,356.05

15.00 2.63 102.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

1,180.59 1,064.46 2,356.05

0.00 0.00 0.00

70.00 15.75 462.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$5,509.42 $6,386.74 $10,671.51

70.00 15.75 462.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

5,509.42 6,386.74 10,671.51

0.00 0.00 0.00

32.00 5.60 131.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$2,518.59 $2,270.84 $3,025.90

32.00 5.60 131.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

2,518.59 2,270.84 3,025.90

0.00 0.00 0.00

24.00 4.20 70.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$1,888.94 $1,703.13 $3,892.53

24.00 4.20 70.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

1,888.94 1,703.13 3,892.53

0.00 0.00 0.00

15.00

460.00

-82.9%

$1,180.59

15.00

460.00

-82.9%

1,180.59

0.00

Page 3 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref. 3/6D 3/6E 3/6F 3/6G 3/6H

3/6J 3/6K 3/6L 3/6M 3/6N 3/6P 3/7A 3/7B 3/7C 3/7D 3/7E 3/7F

3/7G 3/7H 3/7J 3/7K 3/7L 3/7M 3/7N 3/7P 3/8A 3/8B 3/8C 3/8D

3/8E 3/8F 3/8G 3/8H 3/8J 3/8K 3/8L 3/8M 3/9A

3/9B 3/9C 3/9D 3/9E 3/9F 3/9G 3/9H 3/9J 3/9K

3/9L 3/9M 3/9N 3/10A 3/10B 3/10C 3/10D 3/10E 3/10F

3/10G 3/10H 3/10J 3/10K 3/10L 3/10M 3/10N 3/10P 3/11A

3/11B 3/11C 3/11D 3/11E 3/11F 3/11G 3/11H 3/11J 3/11K

3/11L 3/11M 3/11N 3/12A 3/12B 3/12C 3/12D 3/12E 3/12F

3/12G 3/12H

3/12J 3/12K

Description Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 2 (3150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Basement Level 1 (5150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls SHARED BASEMENT WITH TOWER E CONCRETE WORKS (ORANGE ZONE) Vertical Structure Basement Level 6 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 5 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 4 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 3 (2750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 2 (3150mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Basement Level 1 (5150mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls MASONRY 190mm corefilled blockwork wall - 1m high corefill Basement 2 [Length: 168] Basement 1 [Length: 428] WATERPROOFING Allowance for waterproofing to hobs in basement - Assume 5% of Area Basement 2 Basement 1 ROLLER SHUTTERS

2.63 102.00

t m2

2,370.00 135.00

-82.9% -82.9%

$1,064.46 $2,356.05

2.63 102.00

t m2

2,370.00 135.00

-82.9% -82.9%

1,064.46 2,356.05

0.00 0.00

Apportionment & Scope Delta 0.00 0.00

70.00 15.75 462.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$5,509.42 $6,386.74 $10,671.51

70.00 15.75 462.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

5,509.42 6,386.74 10,671.51

0.00 0.00 0.00

39.00 6.83 154.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$3,069.53 $2,767.59 $3,557.17

39.00 6.83 154.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

3,069.53 2,767.59 3,557.17

0.00 0.00 0.00

26.00 4.55 78.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$2,046.36 $1,845.06 $4,337.39

26.00 4.55 78.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

2,046.36 1,845.06 4,337.39

0.00 0.00 0.00

17.00 2.98 116.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$1,338.00 $1,206.38 $2,679.43

17.00 2.98 116.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

1,338.00 1,206.38 2,679.43

0.00 0.00 0.00

80.00 18.00 530.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

$6,296.48 $7,299.13 $12,242.21

80.00 18.00 530.00

m3 t m2

460.00 2,370.00 135.00

-82.9% -82.9% -82.9%

6,296.48 7,299.13 12,242.21

0.00 0.00 0.00

59.00 10.33 244.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

$4,643.65 $4,186.86 $7,514.71

59.00 10.33 244.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

4,643.65 4,186.86 7,514.71

0.00 0.00 0.00

41.00 7.18 131.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$3,226.95 $2,909.51 $7,284.58

41.00 7.18 131.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

3,226.95 2,909.51 7,284.58

0.00 0.00 0.00

12.00 2.10 72.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

$944.47 $851.56 $2,217.46

12.00 2.10 72.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

944.47 851.56 2,217.46

0.00 0.00 0.00

130.00 29.25 866.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

$10,231.78 $11,861.08 $26,671.07

130.00 29.25 866.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

10,231.78 11,861.08 26,671.07

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$0.00 $0.00 $0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

0.00 0.00 0.00

78.00 19.50 212.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$4,043.68 $5,208.43 $7,765.03

78.00 19.50 212.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

4,043.68 5,208.43 7,765.03

0.00 0.00 0.00

117.00 23.40 625.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$6,065.51 $6,250.12 $9,509.06

117.00 23.40 625.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

6,065.51 6,250.12 9,509.06

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$0.00 $0.00 $0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

0.00 0.00 0.00

78.00 19.50 212.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$4,043.68 $5,208.43 $7,765.03

78.00 19.50 212.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

4,043.68 5,208.43 7,765.03

0.00 0.00 0.00

117.00 23.40 625.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$6,065.51 $6,250.12 $9,509.06

117.00 23.40 625.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

6,065.51 6,250.12 9,509.06

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$0.00 $0.00 $0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

0.00 0.00 0.00

78.00 19.50 212.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$4,043.68 $5,208.43 $7,765.03

78.00 19.50 212.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

4,043.68 5,208.43 7,765.03

0.00 0.00 0.00

117.00 23.40 625.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$6,065.51 $6,250.12 $9,509.06

117.00 23.40 625.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

6,065.51 6,250.12 9,509.06

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$0.00 $0.00 $0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

0.00 0.00 0.00

78.00 19.50 212.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$4,043.68 $5,208.43 $7,765.03

78.00 19.50 212.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

4,043.68 5,208.43 7,765.03

0.00 0.00 0.00

117.00 23.40 625.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$6,065.51 $6,250.12 $9,509.06

117.00 23.40 625.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

6,065.51 6,250.12 9,509.06

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$0.00 $0.00 $0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

0.00 0.00 0.00

88.00 22.00 232.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$4,562.10 $5,876.18 $8,497.58

88.00 22.00 232.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

4,562.10 5,876.18 8,497.58

0.00 0.00 0.00

134.00 26.80 715.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

$6,946.83 $7,158.25 $10,878.37

134.00 26.80 715.00

m3 t m2

460.00 2,370.00 135.00

-88.7% -88.7% -88.7%

6,946.83 7,158.25 10,878.37

0.00 0.00 0.00

133.00 33.25 386.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$6,894.99 $8,881.04 $14,138.22

133.00 33.25 386.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

6,894.99 8,881.04 14,138.22

0.00 0.00 0.00

23.00 5.75 134.00

m3 t m2

460.00 2,370.00 180.00

-88.7% -88.7% -88.7%

$1,192.37 $1,535.82 $2,718.32

23.00 5.75 134.00

m3 t m2

460.00 2,370.00 180.00

-88.7% -88.7% -88.7%

1,192.37 1,535.82 2,718.32

0.00 0.00 0.00

218.00 43.60 1,169.00

m3 t m2

460.00 2,370.00 180.00

-88.7% -88.7% -88.7%

$11,301.56 $11,645.52 $23,714.33

218.00 43.60 1,169.00

m3 t m2

460.00 2,370.00 180.00

-88.7% -88.7% -88.7%

11,301.56 11,645.52 23,714.33

0.00 0.00 0.00

528.00 2,201.00

m2 m2

185.00 230.00

-50.0% -50.0%

$48,840.00 $253,115.00

528.00 2,201.00

m2 m2

185.00 230.00

-50.0% -50.0%

48,840.00 253,115.00

0.00 0.00

11.10 85.90

m2 m2

60.00 60.00

-50.0% -50.0%

$333.00 $2,577.00

11.10 85.90

m2 m2

60.00 60.00

-50.0% -50.0%

333.00 2,577.00

0.00 0.00

-100.0%

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

3/12L

Provisional allowance for motorised roller shutter approx. 10.1 x 5.2mm high between Turn Table & Drive-In ($400/m2 allowed)

0.00

23,000.00

-100.0%

$0.00

1.00

23,000.00

3/12M

Provisional allowance for motorised roller shutter approx. 7.6 x 5.2mm high between Turn Table & RCC Delivery ($400/m2 allowed)

1.00

17,000.00

0.0%

$17,000.00

1.00

17,000.00

1.00

27,000.00

-50.0%

$13,500.00

1.00

27,000.00

3.00 1.00

No No

2,300.00 1,550.00

-50.0% -50.0%

$3,450.00 $775.00

3.00 1.00

No No

222.00 1,718.00

m2 m2

11.00 11.00

-50.0% -50.0%

$1,221.00 $9,449.00

222.00 1,718.00

m2 m2

0.00

-50.0%

$0.00

each each

0.00 0.00

-50.0% -50.0%

$0.00 $0.00

each each

0.00 0.00

-50.0% -50.0%

$0.00 $0.00

each

0.00

-50.0%

$0.00

3/13A

3/13B 3/13C

3/13D 3/13E 3/13F

3/13G 3/13H 3/13J 3/13K 3/13L

Provisional allowance for motorised roller shutter approx. 12.1 x 5.2mm high between Turn Table & Drive-In ($400/m2 allowed) DOORS/FRAMES& HARDWARE Supply and install timber Single Leaf solid core doors unit including frame/hardware Basement 2 Basement 1 SEALERS Clean and seal basement carpark surface Basement 2 Basement 1 Epoxy Flooring to Plant areas Basement 1 FLOOR MARKING Carpark Bay Linemarking Basement 2 Basement 1 Carpark Pictograms Basement 2 Basement 1 Carpark Shared Zone Finishes Basement 1

Page 4 of 20

Total

Total Cost Delta

0.00

17,000.00

0.00

-50.0%

13,500.00

0.00

2,300.00 1,550.00

-50.0% -50.0%

3,450.00 775.00

0.00 0.00

11.00 11.00

-50.0% -50.0%

1,221.00 9,449.00

0.00 0.00

0.00

-50.0%

INCL

each each

0.00 0.00

-50.0% -50.0%

INCL INCL

each each

0.00 0.00

-50.0% -50.0%

INCL INCL

each

0.00

-50.0%

INCL

Quantity Delta

Rate Delta

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

3/13M 3/13N 3/14A 3/14B 3/14C 3/14D

3/14E 3/14F

3/14G 3/14H 3/14J 3/14K

3/14L 3/14M 3/14N 3/15A

Description FITMENTS Signage Statutory Signage Wayfinding Signage Door Signs Metalwork Allowance for minor metalwork in OSD & RW Storage Tank for unknown scope & extent Allowance for minor metalwork in HYD Water Pump Room on B01 for unknown scope & extent Allowance for minor metalwork in Sub-station Plant Room on B01 for unknown scope & extent SERVICES HYDRAULIC SERVICES Allowance for Hydraulic Services to Basements Basement 2 Basement 1 ELECTRICAL SERVICES Allowance for Electrical Services & Comms to Basements Basement 2 Basement 1 MECHANICAL SERVICES Basement 2 Basement 1 DRY FIRE SERVICES Dry Fire Services to Basements with EWIS Basement 2 Basement 1 WET FIRE SERVICES Basement 2 Basement 1 VEHICLE TURNTABLE Allowance for Vehicle Turntable

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

1.00 1.00 1.00

Item Item Item

1,000.00 2,000.00 400.00

-50.0% -50.0% -50.0%

$500.00 $1,000.00 $200.00

1.00 1.00 1.00

Item Item Item

1,000.00 2,000.00 400.00

-50.0% -50.0% -50.0%

500.00 1,000.00 200.00

0.00 0.00 0.00 0.00

1.00

Item

3,000.00

-50.0%

$1,500.00

1.00

Item

3,000.00

-50.0%

1,500.00

0.00

1.00

Item

2,000.00

-50.0%

$1,000.00

1.00

Item

2,000.00

-50.0%

1,000.00

0.00

1.00

Item

2,000.00

-50.0%

$1,000.00

1.00

Item

2,000.00

-50.0%

1,000.00

0.00

427.00 1,718.00

m2 m2

17.25 17.25

-50.0% -50.0%

$3,682.88 $14,817.75

427.00 1,718.00

m2 m2

17.25 17.25

-50.0% -50.0%

3,682.88 14,817.75

0.00 0.00

427.00 1,718.00

m2 m2

46.00 46.00

-50.0% -50.0%

$9,821.00 $39,514.00

427.00 1,718.00

m2 m2

46.00 46.00

-50.0% -50.0%

9,821.00 39,514.00

0.00 0.00

427.00 1,718.00

m2 m2

57.50 57.50

-50.0% -50.0%

$12,276.25 $49,392.50

427.00 1,718.00

m2 m2

57.50 57.50

-50.0% -50.0%

12,276.25 49,392.50

0.00 0.00

427.00 1,718.00

m2 m2

17.25 17.25

-50.0% -50.0%

$3,682.88 $14,817.75

427.00 1,718.00

m2 m2

17.25 17.25

-50.0% -50.0%

3,682.88 14,817.75

0.00 0.00

427.00 1,718.00

m2 m2

51.75 51.75

-50.0% -50.0%

$11,048.63 $44,453.25

427.00 1,718.00

m2 m2

51.75 51.75

-50.0% -50.0%

11,048.63 44,453.25

0.00 0.00

3/15B

Basement 1

1.00

Item

160,000.00

-50.0%

$80,000.00

1.00

Item

160,000.00

-50.0%

80,000.00

0.00

3/15C

WASTE BINS Allowance for bins LEISURE CENTRE

1.00

Item

5,000.00

0.0%

$5,000.00

1.00

Item

5,000.00

0.0%

5,000.00

0.00

Quantity Delta

Apportionment & Scope Delta

Rate Delta

RECREATION CENTRE CONCRETE WORKS (WHITE ZONES)

4/1A 4/1B 4/1C 4/1D 4/1E 4/1F

76.00

460.00

-50.0%

$17,480.00

76.00

460.00

-50.0%

17,480.00

0.00

13.30 371.00

t m2

2,370.00 180.00

-50.0% -50.0%

$15,760.50 $33,390.00

13.30 371.00

t m2

2,370.00 180.00

-50.0% -50.0%

15,760.50 33,390.00

0.00 0.00

93.00

460.00

-50.0%

$21,390.00

93.00

460.00

-50.0%

21,390.00

0.00

16.28 413.00

t m2

2,370.00 325.00

-50.0% -50.0%

$19,285.88 $67,112.50

16.28 413.00

t m2

2,370.00 325.00

-50.0% -50.0%

19,285.88 67,112.50

0.00 0.00

4/1G

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 97]

82.00

460.00

-50.0%

$18,860.00

82.00

460.00

-50.0%

18,860.00

0.00

4/1H 4/1J

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 97] Level 2 to Underside of Level 3 (6750mm) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 14] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 14] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 29] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 29] Vertical Walls

14.35 557.00

t m2

2,370.00 180.00

-50.0% -50.0%

$17,004.75 $50,130.00

14.35 557.00

t m2

2,370.00 180.00

-50.0% -50.0%

17,004.75 50,130.00

0.00 0.00

4/2C 4/2D 4/2E

4/1K 4/1L 4/1M 4/1N 4/2A 4/2B

4/2F 4/2G 4/2H

4/2J 4/2K 4/2L 4/2M 4/2N 4/2P

62.00

460.00

-50.0%

$14,260.00

62.00

460.00

-50.0%

14,260.00

0.00

10.85 317.00

t m2

2,370.00 220.00

-50.0% -50.0%

$12,857.25 $34,870.00

10.85 317.00

t m2

2,370.00 220.00

-50.0% -50.0%

12,857.25 34,870.00

0.00 0.00

96.00

460.00

-50.0%

$22,080.00

96.00

460.00

-50.0%

22,080.00

0.00

16.80 461.00

t m2

2,370.00 325.00

-50.0% -50.0%

$19,908.00 $74,912.50

16.80 461.00

t m2

2,370.00 325.00

-50.0% -50.0%

19,908.00 74,912.50

0.00 0.00

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 116]

135.00

460.00

-50.0%

$31,050.00

135.00

460.00

-50.0%

31,050.00

0.00

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 116] Level 2 Mezzanine to Level 3 (3340mm) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 11] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 11] Level 3 (4750mm) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 15] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 15] Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 39] Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 39] Vertical Walls

23.63 777.00

t m2

2,370.00 220.00

-50.0% -50.0%

$27,995.63 $85,470.00

23.63 777.00

t m2

2,370.00 220.00

-50.0% -50.0%

27,995.63 85,470.00

0.00 0.00

4/3A

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 46]

4/3B 4/3C

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 46] Horizontal Structure Level 1 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement (150kg/m3) - Beams D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Movement Joints - TMJ/PMJ Level 2 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement (150kg/m3) - Beams D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Movement Joints - TMJ/PMJ Level 2 Mezzanine Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Perimeter Edge formwork Curing and finishing of concrete surface Level 3 Plant (Shared Plant to be determined) Suspended Slab - Tower D Portion Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Perimeter Edge formwork Curing and finishing of concrete surface Suspended Slab - Tower E Portion Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Perimeter Edge formwork Curing and finishing of concrete surface

4/3D 4/3E 4/3F 4/3G 4/3H 4/3J 4/3K 4/3L 4/3M

4/3N 4/3P 4/4A 4/4B 4/4C 4/4D 4/4E 4/4F 4/4G 4/4H

4/4J 4/4K 4/4L 4/4M 4/4N 4/4P

4/4Q 4/4R 4/5A 4/5B 4/5C 4/5D 4/5E 4/5F 4/5G 4/5H 4/5J 4/5K

9.00

460.00

0.0%

$4,140.00

9.00

460.00

0.0%

4,140.00

0.00

1.58 61.00

t m2

2,370.00 325.00

0.0% 0.0%

$3,732.75 $19,825.00

1.58 61.00

t m2

2,370.00 325.00

0.0% 0.0%

3,732.75 19,825.00

0.00 0.00

46.00

460.00

-78.0%

$4,646.74

46.00

460.00

-78.0%

4,646.74

0.00

8.05 234.00

t m2

2,370.00 180.00

-78.0% -78.0%

$4,189.64 $9,249.55

8.05 234.00

t m2

2,370.00 180.00

-78.0% -78.0%

4,189.64 9,249.55

0.00 0.00

82.00

460.00

-78.0%

$8,283.31

82.00

460.00

-78.0%

8,283.31

0.00

14.35 419.00

t m2

2,370.00 325.00

-78.0% -78.0%

$7,468.49 $29,904.03

14.35 419.00

t m2

2,370.00 325.00

-78.0% -78.0%

7,468.49 29,904.03

0.00 0.00

47.00

460.00

-78.0%

$4,747.75

47.00

460.00

-78.0%

4,747.75

0.00

8.23 215.00

t m2

2,370.00 180.00

-78.0% -78.0%

$4,280.72 $8,498.52

8.23 215.00

t m2

2,370.00 180.00

-78.0% -78.0%

4,280.72 8,498.52

0.00 0.00

1,176.00

380.00

0.0%

$446,880.00

1,176.00

380.00

0.0%

446,880.00

0.00

877.00

380.00

0.0%

$333,260.00

877.00

380.00

0.0%

333,260.00

0.00

70.56 131.55 28.21 4,701.00 4,701.00 750.00 4,701.00 108.00

t t t m2 m2 m2 m2 m

2,370.00 2,370.00 6,650.00 130.00 185.00 140.00 5.00 260.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$167,227.20 $311,773.50 $187,596.50 $611,130.00 $869,685.00 $105,000.00 $23,505.00 $28,080.00

70.56 131.55 28.21 4,701.00 4,701.00 750.00 4,701.00 108.00

t t t m2 m2 m2 m2 m

2,370.00 2,370.00 6,650.00 130.00 185.00 140.00 5.00 260.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

167,227.20 311,773.50 187,596.50 611,130.00 869,685.00 105,000.00 23,505.00 28,080.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,536.00

380.00

0.0%

$583,680.00

1,536.00

380.00

0.0%

583,680.00

0.00

932.00

380.00

0.0%

$354,160.00

932.00

380.00

0.0%

354,160.00

0.00

92.16 139.80 36.86 6,144.00 6,144.00 667.00 6,144.00 109.00

t t t m2 m2 m2 m2 m

2,370.00 2,370.00 6,650.00 130.00 185.00 140.00 5.00 260.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$218,419.20 $331,326.00 $245,119.00 $798,720.00 $1,136,640.00 $93,380.00 $30,720.00 $28,340.00

92.16 139.80 36.86 6,144.00 6,144.00 667.00 6,144.00 109.00

t t t m2 m2 m2 m2 m

2,370.00 2,370.00 6,650.00 130.00 185.00 140.00 5.00 260.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

218,419.20 331,326.00 245,119.00 798,720.00 1,136,640.00 93,380.00 30,720.00 28,340.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

331.00

380.00

0.0%

$125,780.00

331.00

380.00

0.0%

125,780.00

0.00

19.86 7.94 1,324.00 123.00 1,324.00

t t m2 m m2

2,370.00 6,650.00 130.00 55.00 5.00

0.0% 0.0% 0.0% 0.0% 0.0%

$47,068.20 $52,801.00 $172,120.00 $6,765.00 $6,620.00

19.86 7.94 1,324.00 123.00 1,324.00

t t m2 m m2

2,370.00 6,650.00 130.00 45.00 5.00

0.0% 0.0% 0.0% 0.0% 0.0%

47,068.20 52,801.00 172,120.00 5,535.00 6,620.00

0.00 0.00 0.00 -1,230.00 0.00

380.00

-78.0%

$0.00

380.00

-78.0%

0.00

t t m2 m m2

2,370.00 6,650.00 130.00 55.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00

t t m2 m m2

2,370.00 6,650.00 130.00 55.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0%

0.00 0.00 0.00 0.00 0.00

380.00

-78.0%

$0.00

380.00

-78.0%

0.00

t t m2 m m2

2,370.00 6,650.00 130.00 55.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0%

$0.00 $0.00 $0.00 $0.00 $0.00

t t m2 m m2

2,370.00 6,650.00 130.00 55.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0%

0.00 0.00 0.00 0.00 0.00

380.00

Level 4

4/5N 4/5P 4/5Q

Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement (150kg/m3) D&C Post-tensioning - 6kg/m2

4/5R

250mm slab - Formwork soffit

1,621.00

4/5S

Allowance for double propping/catchdeck formwork

1,621.00

4/5L 4/5M

406.00

813.00

24.36 121.95 9.73

t t t

0.0%

$154,280.00

406.00

380.00

0.0%

$308,940.00

813.00

2,370.00 2,370.00 6,650.00

0.0% 0.0% 0.0%

$57,733.20 $289,021.50 $64,704.50

24.36 121.95 9.73

t t t

520.00

0.0%

$842,920.00

1,621.00

0.00

0.0%

$0.00

1,621.00

Page 5 of 20

0.0%

154,280.00

0.00

380.00

0.0%

308,940.00

0.00

2,370.00 2,370.00 6,650.00

0.0% 0.0% 0.0%

57,733.20 289,021.50 64,704.50

0.00 0.00 0.00

0.00

-0.00

520.00

0.0%

842,920.00

0.00

0.0%

INCL

0.00 0.00 0.00

0.00

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref. 4/5T 4/6A 4/6B

Description

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Quantity Delta

Apportionment & Scope Delta

Rate Delta

4/5N 4/5P 4/5Q

Vertical face formwork for slab thickenings up to 1500mm high Perimeter Edge formwork Curing and finishing of concrete surface Level 4 - Credit from Deck to BB Podium Slab Assuming Standard Floor to Ceiling Height Based on MM Recommnedation Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) Supply & Install Bar Reinforcement (150kg/m3) D&C Post-tensioning - 6kg/m2

4/5R

250mm slab - Formwork soffit

-1,621.00

130.00

0.0%

($210,730.00)

-1,621.00

130.00

0.0%

-210,730.00

0.00

4/5T 4/6A 4/6B

Vertical face formwork for slab thickenings up to 1500mm high Perimeter Edge formwork Curing and finishing of concrete surface

-96.00 0.00 -1,621.00

m2 m m2

140.00 55.00 5.00

0.0% 0.0% 0.0%

($13,440.00) $0.00 ($8,105.00)

-96.00 0.00 -1,621.00

m2 m m2

140.00 55.00 5.00

0.0% 0.0% 0.0%

-13,440.00 0.00 -8,105.00

0.00 0.00 0.00

4/5L 4/5M

541.00 162.00 1,621.00

m2 m m2

140.00 55.00 5.00

0.0% 0.0% 0.0%

$75,740.00 $8,910.00 $8,105.00

541.00 162.00 1,621.00

m2 m m2

140.00 45.00 5.00

0.0% 0.0% 0.0%

75,740.00 7,290.00 8,105.00

0.00 -1,620.00 0.00

-406.00

380.00

0.0%

($154,280.00)

-406.00

380.00

0.0%

-154,280.00

0.00

-72.00

380.00

0.0%

($27,360.00)

-72.00

380.00

0.0%

-27,360.00

0.00

-24.36 -10.80 -9.73

t t t

2,370.00 2,370.00 6,650.00

0.0% 0.0% 0.0%

($57,733.20) ($25,596.00) ($64,704.50)

-24.36 -10.80 -9.73

t t t

2,370.00 2,370.00 6,650.00

0.0% 0.0% 0.0%

-57,733.20 -25,596.00 -64,704.50

0.00 0.00 0.00

RECREATION CENTRE CONCRETE WORKS (GREEN ZONES) Vertical Structure Level 1 (5750mm high) Circular Columns 4/6C

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 6]

20.00

460.00

0.0%

$9,200.00

20.00

460.00

0.0%

9,200.00

0.00

4/6D 4/6E

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 6] Level 2 to Underside of Level 3 (6750mm) Circular Columns

3.50 93.00

t m2

2,370.00 325.00

0.0% 0.0%

$8,295.00 $30,225.00

3.50 93.00

t m2

2,370.00 325.00

0.0% 0.0%

8,295.00 30,225.00

0.00 0.00

4/6F

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5]

19.00

460.00

0.0%

$8,740.00

19.00

460.00

0.0%

8,740.00

0.00

4/6G 4/6H

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5] Level 3 (4750mm) Circular Columns

3.33 88.00

t m2

2,370.00 325.00

0.0% 0.0%

$7,880.25 $28,600.00

3.33 88.00

t m2

2,370.00 325.00

0.0% 0.0%

7,880.25 28,600.00

0.00 0.00

4/6J

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 5]

13.00

460.00

0.0%

$5,980.00

13.00

460.00

0.0%

5,980.00

0.00

4/6K 4/6L

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 5] BASE BUILD - BLOCKWORK Level 1 Foyer & Amenities Selected blockwork to underside of slab soffit - 5750mm high [Length: 390] E/O for wall stiffeners as necessary to support double height walls [Length: 390] Childcare Selected blockwork to underside of slab soffit - 5750mm high [Length: 226]

2.28 61.00

t m2

2,370.00 325.00

0.0% 0.0%

$5,391.75 $19,825.00

2.28 61.00

t m2

2,370.00 325.00

0.0% 0.0%

5,391.75 19,825.00

0.00 0.00

2,210.00

230.00

0.0%

$508,300.00

2,210.00

230.00

0.0%

508,300.00

0.00

2,210.00

50.00

0.0%

$110,500.00

2,210.00

50.00

0.0%

110,500.00

0.00

1,298.00

230.00

0.0%

$298,540.00

1,298.00

230.00

0.0%

298,540.00

0.00

E/O for wall stiffeners as necessary to support double height walls

1,298.00

50.00

0.0%

$64,900.00

1,298.00

50.00

0.0%

64,900.00

0.00

288.00 288.00

m2 m2

230.00 50.00

0.0% 0.0%

$66,240.00 $14,400.00

288.00 288.00

m2 m2

230.00 50.00

0.0% 0.0%

66,240.00 14,400.00

0.00 0.00

301.00

230.00

0.0%

$69,230.00

301.00

230.00

0.0%

69,230.00

0.00

301.00

50.00

0.0%

$15,050.00

301.00

50.00

0.0%

15,050.00

0.00

318.00

230.00

0.0%

$73,140.00

318.00

230.00

0.0%

73,140.00

0.00

908.00

230.00

0.0%

$208,840.00

908.00

230.00

0.0%

208,840.00

0.00

515.00 515.00

m2 m2

230.00 50.00

0.0% 0.0%

$118,450.00 $25,750.00

515.00 515.00

m2 m2

230.00 50.00

0.0% 0.0%

118,450.00 25,750.00

0.00 0.00

389.00

230.00

0.0%

$89,470.00

389.00

230.00

0.0%

89,470.00

0.00

389.00

50.00

0.0%

$19,450.00

389.00

50.00

0.0%

19,450.00

0.00

91.00

230.00

0.0%

$20,930.00

91.00

230.00

0.0%

20,930.00

0.00

75.00

230.00

0.0%

$17,250.00

75.00

230.00

0.0%

17,250.00

0.00

75.00

50.00

0.0%

$3,750.00

75.00

50.00

0.0%

3,750.00

0.00

370.00

230.00

0.0%

$85,100.00

370.00

230.00

0.0%

85,100.00

0.00

370.00

50.00

0.0%

$18,500.00

370.00

50.00

0.0%

18,500.00

0.00

4/7A 4/7B

4/7C 4/7D 4/7E 4/7F 4/7G 4/7H

4/7J 4/7K 4/7L 4/7M 4/8A 4/8B 4/8C 4/8D 4/8E

4/8F 4/8G

Allied Health L1 Blockwork up to slab soffit 5750mm Wall stiffeners for blockwork Cafe & Kitchen Selected blockwork to underside of slab soffit - 5750mm high [Length: 53] Allowance for stiffeners Level 2 Foyer & Amenities Selected blockwork to the underside of slab soffit - 3100mm high [Length: 103] Health Centre Selected blockwork to underside of slab soffit - 3300mm high Sports Hall Selected blockwork to the underside of slab soffit - 3300mm high Allowance for wall stiffener Gymnastic centre Selected blockwork to underside of slab soffit - 3300mm high [Length: 87] E/O for wall stiffeners as necessary to support double height walls Occasional Care - Creche Selected blockwork to underside of slab soffit - 3300mm high Allied Health - L2 Selected blockwork to the underside of slab soffit - 3300mm high [Length: 23] E/O for wall stiffeners as necessary to support double height walls Level 2 Mezzanine Mezzanine Selected blockwork to underside of slab soffit - 3300mm high [Length: 52] E/O for wall stiffeners as necessary to support double height walls Level 3 Plant Room

4/8H

Selected blockwork to underside of soffit - 4750mm

1,086.00

230.00

-100.0%

$0.00

1,086.00

230.00

-100.0%

0.00

4/8J 4/8K

Allowance for wall stiffeners Allowance for render and paint BASE BUILD - PRECAST WALLS Pre-cast concrete including all site measure, shop drawing, fabrication. fixings, embeddings, brackets etc Architectural Drg 0501/53 - Elevation - North Ddt section fronting footbridge Architectural Drg 0502/53 - Elevation - South

1,086.00 223.00

m2 m2

50.00 100.00

-100.0% -100.0%

$0.00 $0.00

1,086.00 223.00

m2 m2

50.00 100.00

-100.0% -100.0%

0.00 0.00

1,071.00 -308.00 1,469.00

m2 m2 m2

1,084.65 1,084.65 1,084.65

0.0% 0.00 0.0%

$1,161,655.51 ($334,072.20) $1,593,344.49

1,071.00 -308.00 1,469.00

m2 m2 m2

1,084.65 1,084.65 1,084.65

0.0% 0.0% 0.0%

1,161,655.51 -334,072.20 1,593,344.49

0.00 0.00 0.00

-246.00

1,084.65

-78.0%

($58,594.53)

-246.00

1,084.65

-78.0%

-58,594.53

0.00

145.00 261.00 -10.00 -12.00 -39.00 974.40

m m m m m2 m2

792.00 792.00 792.00 792.00 75.00 75.00

0.0% 0.0% 0.00 -0.50 0.00 0.0%

$114,840.00 $206,712.00 ($7,920.00) ($4,752.00) ($2,925.00) $73,080.00

145.00 261.00 -10.00 -12.00 -39.00 974.40

m m m m m2 m2

792.00 792.00 792.00 792.00 75.00 75.00

0.0% 0.0% 0.0% -50.0% 0.0% 0.0%

114,840.00 206,712.00 -7,920.00 -4,752.00 -2,925.00 73,080.00

0.00 0.00 0.00 0.00 0.00 0.00

4/8L 4/9A

Ddt section fronting shared vehicle entrance

4/9B 4/9C

4/9D

4/9E

4/9F

4/9G

4/9H 4/9J 4/9K 4/9L

4/9M

4/10A

4/10B

4/10C 4/10D 4/10E 4/10F 4/10G

4/10H

4/10J

Precast Fins 1200 x 300mm Architectural Drg 0503/53 - Elevation - East [Number of: 14] Architectural Drg 0504/53 - Elevation - West [Number of: 17] Ddt portion on level 1 fronting BB area Ddt portion on level 1 fronting shared area Extra to polish precast concrete fins - ddt for BB and shared area Extra to polish precast concrete fins Terracotta Walls Architectural Drg 0501/53 - Elevation - North

234.00

554.26

0.0%

$129,697.19

234.00

554.26

0.0%

129,697.19

0.00

Architectural Drg 0501/53 - Elevation - North Ddt shared portion to entrance

-45.00

554.26

-50.0%

($12,470.88)

-45.00

554.26

-50.0%

-12,470.88

0.00

Architectural Drg 0503/53 - Elevation - East

114.00

554.26

0.0%

$63,185.64

114.00

554.26

0.0%

63,185.64

0.00

Architectural Drg 0503/53 - Elevation - East Ddt shared portion to entrance

-43.00

554.26

-50.0%

($11,916.62)

-43.00

554.26

-50.0%

-11,916.62

0.00

Architectural Drg 0503/53 - Elevation - East Ddt BB portion to entrance

-71.00

554.26

0.00

($39,352.57)

-71.00

554.26

0.0%

-39,352.57

0.00

Architectural Drg 0504/53 - Elevation - West BASE BUILD - GLAZED WALLS Curtain Wall Window systems to the following; Architectural Drg 0501/53 - Elevation - North Architectural Drg 0501/53 - Elevation - North Ddt BB portion Architectural Drg 0502/53 - Elevation - South Architectural Drg 0503/53 - Elevation - East Architectural Drg 0503/53 - Elevation - East Ddt BB portion Architectural Drg 0503/53 - Elevation - West Architectural Drg 0503/53 - Elevation - West Ddt BB portion BASE BUILD - METAL SCREENS Aluminium Lourve Screens - LV01 Architectural Drg 0503/53 - Elevation - East

130.00

554.26

0.0%

$72,053.80

130.00

554.26

0.0%

72,053.80

0.00

1,141.00 -131.00 273.00 508.00 -137.00 585.00 -75.00

m2 m2 m2 m2 m2 m2 m2

1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00

0.0% 0.00 0.0% 0.0% 0.00 0.0% 0.00

$1,369,200.00 ($157,200.00) $327,600.00 $609,600.00 ($164,400.00) $702,000.00 ($90,000.00)

1,141.00 -131.00 273.00 508.00 -137.00 585.00 -75.00

m2 m2 m2 m2 m2 m2 m2

1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

1,369,200.00 -157,200.00 327,600.00 609,600.00 -164,400.00 702,000.00 -90,000.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

426.00

420.00

0.0%

$178,920.00

426.00

420.00

0.0%

178,920.00

0.00

Architectural Drg 0503/53 - Elevation - East Ddt shared portion

-122.00

420.00

-50.0%

($25,620.00)

-122.00

420.00

-50.0%

-25,620.00

0.00

Architectural Drg 0503/53 - Elevation - East Ddt BB portion Architectural Drg 0503/53 - Elevation - West

-382.00 143.00

m2 m2

420.00 420.00

0.00 0.0%

($160,440.00) $60,060.00

-382.00 143.00

m2 m2

420.00 420.00

0.0%

-160,440.00 60,060.00

0.00 0.00

Architectural Drg 0503/53 - Elevation - West Ddt shared portion

-143.00

420.00

-50.0%

($30,030.00)

-143.00

420.00

-50.0%

-30,030.00

0.00

66.00

450.00

0.0%

$29,700.00

66.00

450.00

0.0%

29,700.00

0.00

-55.00

450.00

0.00

($24,750.00)

-55.00

450.00

0.0%

-24,750.00

0.00

83.00

450.00

0.0%

$37,350.00

83.00

450.00

0.0%

37,350.00

0.00

444.00 294.00 290.00 1,028.00

m2 m2 m2 m2

650.00 650.00 650.00 650.00

-78.0% -78.0% -78.0% -78.0%

$63,376.56 $41,965.56 $41,394.60 $146,736.72

444.00 294.00 290.00 1,028.00

m2 m2 m2 m2

650.00 650.00 650.00 650.00

-78.0% -78.0% -78.0% -78.0%

63,376.56 41,965.56 41,394.60 146,736.72

0.00 0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

0.0%

$0.00

0.00

0.0%

INCL

Perforated Aluminium Screens - PAL1 Architectural Drg 0501/53 - Elevation - North Architectural Drg 0501/53 - Elevation - North Ddt BB portion of works to footbridge Architectural Drg 0502/53 - Elevation - South Copper coloured Lourve Screen Architectural Drg 0501/53 - Elevation - North Architectural Drg 0502/53 - Elevation - West Architectural Drg 0502/53 - Elevation - South Extra Over for Acoustic Treatment to Lourves FITOUT - LEVEL 1 FITOUT - LOBBY LEVEL 1 (FOYER & AMENITIES) GENERAL The Public Foyer primarily fronts Gauthorpe Street with a large glazed façade, providing internal access to the proposed Council facilities and allows for secondary community break out spaces. The foyer also includes a through site link at the ground floor, linking from the north eastern corner to the South West corner. This links between pedestrian traffic coming from the Rhodes Railway Station in the north east and the future public space and retail facilities to be provided in the south west and along Marquet Street. MECHINCAL SERVICES Mechanically ventilated and air conditioned and/or fresh air supply Lobby Area

806.00

Page 6 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

Description

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Quantity Delta

Rate Delta

Apportionment & Scope Delta

Mechanically ventilated amenities and exhaust and/or fresh air supply 4/11A 4/11B 4/11C 4/11D 4/11E

4/12H

Amenities Back of House Store Rooms Cleaners Store Comms Rooms COMMS/DATA Base Specifications Nil Identified Additional PPR Items (Blue) Audio/PA system throughout (for centre announcements) HYDRAULIC SERVICES Base Specifications Potable hot & cold-water supply to all taps Non-potable water system for flushing, irrigation and wash down purposes 1 x Cleaner’s tap to cleaner’s store Sanitary plumbing and vent piping systems As per relevant AS & BCA Standards for Plumbing & Drainage Additional PPR Items (Blue) 2 x outdoor taps for cleaning with vandal proof handle ELECTRICAL SERVICES Base Specifications Power -1 x Waterproof DGPO per external area with lock Lighting - Downlights to all FOH spaces Lighting - Batten lighting to all BOH spaces Lighting - Lux levels as per AS & BCA Standards Electrical Equipment (PSUM) 2 x Tv Screens PA / Audio System Additional PPR Items (Blue) Power - 2 x Waterproof DGPO per external area with lock on each side of the external areas Power for Cleaners

4/12J

Lighting - Feature Lighting

4/11F 4/11G

4/11H 4/11J 4/11K 4/11L 4/11M 4/11N

4/12A 4/12B 4/12C 4/12D 4/12E 4/12F 4/12G

4/12K 4/12L 4/12M 4/12N

114.00 163.00 38.00 10.00 3.00

1.00

SECURITY Base Specifications (PSUM) Swipe Access to main entry doors Lockable doors to meeting rooms, store rooms, offices Intruder alarm system CCTV monitoring system Additional PPR Items (Blue)

m2 m2 m2 m2 m2

0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00

Note

0.00

0.0%

Note

0.00

0.0%

Note

0.00

Note

0.00

Note Note Note

0.00 0.00 0.00

Note

Note Note Note Note

114.00 163.00 38.00 10.00 3.00

m2 m2 m2 m2 m2

0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL INCL

$0.00

Note

0.00

0.0%

INCL

$0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

0.0%

$0.00

Note

0.00

0.0%

INCL

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

INCL INCL INCL

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00

Note Note Note Note

0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

INCL INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

Item

0.00

0.0%

$0.00

Item

0.00

0.0%

0.00

Note Note Note Note

0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00

Note Note Note Note

0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL

0.0%

0.00

1.00

4/13A

Lockable doors to meeting rooms, store rooms, offices. Abloy by Olympic Locksmiths to integrate with Council system & Hardware should include door handles, electric strikes, door closers, abloy locks, etc

1.00

Item

0.00

0.0%

$0.00

1.00

Item

4/13B 4/13C

ACOUSTICS Base Specifications As per relevant AS & BCA Standards for project requirements Selected Acoustic Treatment to Wall Areas [Length: 422] Selected Ceiling Acoustic Treatment Additional PPR Items (Blue) For occupant comfort/absorption - Acoustic Report Requirements to be developed.

2,298.00 1,132.00

m2 m2

0.00 0.00

0.0% 0.0%

$0.00 $0.00

2,298.00 1,132.00

m2 m2

0.00 0.00

0.0% 0.0%

INCL INCL

4/13D

Selected Acoustic Treatment to Wall Areas [Length: 422]

2,298.00

0.00

0.0%

$0.00

2,298.00

0.00

0.0%

0.00

4/13E

Selected Ceiling Acoustic Treatment GLAZING Additional PPR Items (Blue)

1,132.00

0.00

0.0%

$0.00

1,132.00

0.00

0.0%

0.00

4/13F

Commercial frameless balustrade ; approx. 1000mm high (stairs to L2)

14.00

1,250.00

0.0%

$17,500.00

14.00

1,250.00

0.0%

17,500.00

0.00

4/13G 4/13H 4/13J

FLOORING Base Specifications Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards Foyer : 1200x600mm ceramic tile with matching coloured grout Tiled Skirting 150mm high

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/14B

Amenities: 300x300mm ceramic tile with matching coloured grout

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/14C

Foyer - 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2)

806.00

220.00

0.0%

$177,320.00

806.00

220.00

0.0%

177,320.00

0.00

4/14D

Amenities - 600 x 300 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $55/m2)

124.00

150.00

0.0%

$18,600.00

124.00

150.00

0.0%

18,600.00

0.00

4/14E 4/14F

Allowance for sealer to storage and back of house E/O to floor waterproofing for upturns as necessary

203.00 124.00

m2 m2

15.00 45.00

0.0% 0.0%

$3,045.00 $5,580.00

203.00 124.00

m2 m2

15.00 45.00

0.0% 0.0%

3,045.00 5,580.00

0.00 0.00

4/14G

Unit rate allowance for skirtings, divider strips and other ancillary items

624.00

15.00

0.0%

$9,360.00

624.00

15.00

0.0%

9,360.00

0.00

4/14H

General allowance for recessed entry matting (as required) Allowance for steel framed stairs with timber finish to stair treads (assume to treads and risers) Allowance for tactiles as necessary - TGI Additional PPR Items (Blue)

2.00

1,750.00

0.0%

$3,500.00

2.00

1,750.00

0.0%

3,500.00

0.00

6.00

mrise

8,000.00

0.0%

$48,000.00

6.00

mrise

8,000.00

0.0%

48,000.00

0.00

19.00

720.00

0.0%

$13,680.00

19.00

720.00

0.0%

13,680.00

0.00

10.00

0.0%

$0.00

0.00

10.00

0.0%

0.00

2,000.00

0.0%

$12,000.00

6.00

m/rise

2,000.00

0.0%

12,000.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

335.00

45.00

0.0%

$15,075.00

335.00

45.00

0.0%

15,075.00

0.00

12.00

each

1,250.00

0.0%

$15,000.00

12.00

each

1,250.00

0.0%

15,000.00

0.00

12.00

each

350.00

0.0%

4,200.00

0.00

4/14A

4/14J 4/14K 4/14L

Amenities: 600x300mm ceramic tile with matching coloured grout

0.00

4/14M

Stairs : Timber treads with feature lighting Painted steel structure PARTITIONS Base Specifications Dry Areas : Painted plasterboard with insulation as required Wet Areas : Tiled to 1000mm with 600x300mm gloss white tiles Painted moisture resistant plasterboard to 2400mm with insulation as required Amenities : HMR toilet partitions – incl coat hook and lock E/O to plasterboard lining for wetcheck boarding in wet areas - 2700mm high Toilet / Shower cubicles including all doors, fixings and ancillaries ; compact laminate Additional PPR Items Amenities : Compact Laminate Partitions WALL FINISHES Base Specifications Wall painting [Length: 390] Wet Areas : Tiled to 1000mm with 600x300mm gloss white tiles (allowed $47/m2 tile supply) [Length: 124] Wet Areas : Painted moisture resistant plasterboard to 2400mm with insulation as required Allowance for lift lobby / wall feature finish (assumed) Allowance for waterproofing as necessary - 1000mm high Allowance to paint internal columns [Number of: 8] Additional PPR Items Dry Areas : Durable Wall finish in FOH/Public Areas such as veneer or laminate to front of house public areas.

6.00

m/rise

4/14N 4/15A 4/15B 4/15C 4/15D 4/15E

4/15F 4/15G 4/15H 4/15J 4/15K 4/15L 4/15M 4/16A

E/O to solid walls (including walls allocated to other zones) for lobby facing side to be lined with timber veneer panelling [Length: 42]

each

350.00

0.0%

$0.00 $4,200.00

1,947.00

15.00

0.0%

$29,205.00

1,947.00

15.00

0.0%

29,205.00

0.00

124.00

142.00

0.0%

$17,608.00

124.00

142.00

0.0%

17,608.00

0.00

248.00

8.00

0.0%

$1,984.00

248.00

8.00

0.0%

1,984.00

0.00

2.00 124.00 185.00

No m2 m2

2,500.00 45.00 18.00

0.0% 0.0% 0.0%

$5,000.00 $5,580.00 $3,330.00

2.00 124.00 185.00

No m2 m2

2,500.00 45.00 18.00

0.0% 0.0% 0.0%

5,000.00 5,580.00 3,330.00

0.00 0.00 0.00

372.00

80.00

0.0%

$29,760.00

372.00

80.00

0.0%

29,760.00

0.00

241.00

80.00

0.0%

$19,280.00

241.00

80.00

0.0%

19,280.00

0.00

248.00

134.00

0.0%

$33,232.00

248.00

134.00

0.0%

33,232.00

0.00

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

12.00

4/16C 4/16D

Wet Areas : Tiled to full height with 600x300mm gloss white tiles (Extra over 2000mm high) CEILINGS Base Specifications Lobby - Suspended ceiling systrem - painted plasterboard Dry Areas - Suspended ceiling systrem - painted plasterboard

4/16E

Wet Areas - Suspended ceiling systrem - painted MR plasterboard

4/16F

Lobby - Set plasterboard ceiling fixed to suspended ceiling framing

707.00

75.00

0.0%

$53,025.00

707.00

75.00

0.0%

53,025.00

0.00

4/16G 4/16H 4/16J

Dry - Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painting of plasterboard ceilings Additional PPR Items Extra Over - Lobby - Timber feature ceiling ; timber battens on acoustic backing and subframing (assume woodform or similar) DOOR & HARDWARE Base Specifications MDF solid core leaf with aluminium frame, painted finish DDA Compliant hardware where required Fire rated solid core door ; single leaf ; steel framed (exact size varies approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Solid core door ; single leaf ; steel framed (exact size varies - approx 920mm x 2040mm high) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included Additional PPR Items Automatic sliding glazed Entry door 3m high All hardware to include door handles, electric strikes, door closers, abloy locks, etc Laminated glazed automatic sliding pocket (assumed) door ; frosted or obscure glass ; push button operated ; steel framed (size approx 1200mm x 2040mm) E/O to doors for safety decals (per door leaf) FIXTURES (PSUM) Base Specification Amenities

203.00 124.00 203.00

m2 m2 m2

55.00 10.00 15.00

0.0% 0.0% 0.0%

$11,165.00 $1,240.00 $3,045.00

203.00 124.00 203.00

m2 m2 m2

55.00 10.00 15.00

0.0% 0.0% 0.0%

11,165.00 1,240.00 3,045.00

0.00 0.00 0.00

707.00

425.00

0.0%

$300,475.00

707.00

425.00

0.0%

300,475.00

0.00

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

0.00 0.00

9.00

each

2,300.00

0.0%

$20,700.00

9.00

each

2,300.00

0.0%

20,700.00

0.00

7.00

each

950.00

0.0%

$6,650.00

7.00

each

950.00

0.0%

6,650.00

0.00

16.00

600.00

0.0%

$9,600.00

16.00

600.00

0.0%

9,600.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/16B

4/16K

4/16L 4/16M 4/17A 4/17B 4/17C

4/17D 4/17E 4/17F 4/17G

4/17H

2.00

3,000.00

0.0%

$6,000.00

2.00

3,000.00

0.0%

6,000.00

0.00

2.00

250.00

0.0%

$500.00

2.00

250.00

0.0%

500.00

0.00

0.0%

$0.00

0.00

0.0%

0.00

Page 7 of 20

0.00

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

4/18A

4/18B 4/18C 4/18D 4/18E 4/18F 4/18G 4/18H 4/18J 4/18K 4/18L 4/18M 4/18N 4/19A 4/19B

4/19C

4/19D 4/19E

4/19F 4/19G

Description

Quantity

•Wall faced toilet suites •Hand basin with polished mixer tap •Mirror to hand basin area •Single roll toilet roll holder to each stall Double or Jumbo •Wall mounted paper towel dispenser •Wall mounted soap dispenser •Wall mounted Urinals to Male WC •DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails •Automatic (sensor?) fixtures •Electric Hand dryer Shared DDA facilities where practicable to promote inclusiveness Parents Room •Proprietary Baby change table to parents’ room •Multiple built-in change tables with benchtop, bins, taps, splashback, breast feeding room, microwave, TV, children's play area, etc. e.g.Tram Shed’s parents’ room WC complete (including accessible) Wash basin including tapware Glass Reinforced Plastic waterfree urinals (Uridan) Parent room basins Stainless steel cleaners sink Stainless Steel grab rail by Southern Cross Stainless Steel Kimberley Clark steel powder coated toilet tissue dispenser Wall mounted soap dispenser (no spec) Wall mounted paper towel dispenser Mirror (above basins) Coat hooks Baby room fit out including proprietary baby change table, built in change tables with benchtop, bins & splashback, breastfeeding room fixtures, TV, children's play are fit out etc() Additional PPR Items Electrical Hand dryers JOINERY (PSUM) Base Specifications Laminated reception desk Other joinery as may be required FURNITURE & EQUIPMENT Base Specifications SIGNAGE Base Specification Statutory signage: Wayfinding signage: FITOUT - CHILDCARE CENTRE FULL FITOUT - LEVEL 1 GENERAL

Unit

Notes

Rate

Markup

Total

Quantity

0.00

0.0%

$0.00

0.00

0.0%

$0.00

Notes

0.00

0.0%

$0.00

12.00 13.00 7.00 4.00 1.00 1.00 12.00 9.00 9.00 13.00 12.00

each each each each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

1.00

each

0.00

0.0%

10.00

each

2,500.00

1.00 1.00

each Item

0.00 0.00

1.00

Item

Unit

Notes

Rate

Markup

Total

Total Cost Delta

0.00

0.0%

0.00

0.0%

0.00

Notes

0.00

0.0%

0.00

12.00 13.00 7.00 4.00 1.00 1.00 12.00 9.00 9.00 13.00 12.00

each each each each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL

$0.00

1.00

each

0.00

0.0%

INCL

0.0%

$25,000.00

10.00

each

2,500.00

0.0%

25,000.00

0.00

0.0% 0.0%

$0.00 $0.00

1.00 1.00

each Item

0.00 0.00

0.0% 0.0%

INCL INCL

2,500.00 0.00

0.0% 0.0%

$2,500.00 $0.00

1.00

Item

2,500.00 0.00

0.0% 0.0%

2,500.00 INCL

0.00 INCL

0.00

0.0%

$0.00

0.00

0.0%

INCL

0.00

0.0%

$0.00

0.00

0.0%

INCL

0.00

0.0%

$0.00

0.00

0.0%

INCL

0.00

0.0%

$0.00

0.00

0.0%

INCL

0.00

0.0%

$0.00

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note Note Note Note Note Note Note

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Note Note Note Note Note Note Note

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL INCL INCL INCL

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

INCL INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Quantity Delta

Rate Delta

Apportionment & Scope Delta

Staff Facilities: •Reception is for parent enquiries •Office is required for 1 staff (space for staff desk and small meeting table) •Program Room requires space for 2 staff at computers. •Meeting Room •2 – 4 toilets are only required for staff. •Cleaners Room 4/20A

4/20B 4/20C

4/20D 4/20E

4/20F 4/21A 4/21B 4/21C 4/21D 4/21E 4/21F 4/21G 4/21H 4/21J 4/21K

4/21L 4/21M 4/21N 4/21P

4/21Q

4/22A 4/22B 4/22C 4/22D

4/22E 4/22F 4/22G 4/22H 4/22J 4/22K

4/22L 4/22M

4/23A

4/23B 4/23C

Children’s Facilities •Playroom 1: Ages 0-2 •Playroom 2: Ages 2-3 •Playroom 3: Ages 3-5 •Sleep Areas •Children’s Toilets •Nappy Change •Kitchen •Outdoor Play Space MECHANICALS SERVICES Base Specification Airconditioned areas ; Play rooms, Sleeping Rooms, Office, Reception, Staff Room Mechanically ventilated areas, exhaust to louvred façade: Amenities, Store rooms, Cleaners Store, Laundry Additional PPR Items (PSUM) Kitchen ; Rangehood exhaust to be ducted – This is to be part of 3000L/s common KEX for RRC, Provide separate exhaust ventilation to nappy waste disposal cupboards Outdoor Play Areas ; External Heaters to outdoor play areas and Cooling misters HYDRAULIC SERVICES Base Specification 1 x 2 x Outdoor Tap per external area Non-potable water system for flushing, irrigation and wash down purposes 1 x Water point to each external area Hot & cold water supply to fixtures in amenities 1 x Cleaner’s tap to cleaners room Sanitary drainage and vent piping systems Floor waste to outdoor spaces Gas supply to kitchen cooktop As per relevant AS & BCA Standards for Hydraulic services Additional PPR Items (Blue) Handwash sink for Kitchen Kitchen connect to grease arrestor ELECTRICAL SERVICES Base Specification Power •10 x GPO points for general power •3 x GPO points to each room •2 x GPO points for cleaner’s room •1 x Waterproof DGPO per external area Lighting •Downlights to all FOH spaces •Batten lighting to store rooms, cleaner’s rooms •Lux levels as per AS & BCA Standards Additional PPR Items •Feature pendent lights to play area •Dimmable lights TELECOMMUNICATIONS/DATA Base Specification 2 x MATV connection point to building wide MATV system 4 x communications/data outlets to communications rooms NTD for fibre optic service Additional PPR Items Cable TV SECURITY Base Specification (PSUM) Monitor to video doorbell to Childcare entry door Swipe Access to main entry doors Lockable doors to meeting rooms, store rooms, offices Intruder alarm system Intercom system CCTV monitoring system ACOUSTIC Additional PPR Items Play rooms, Sleep Rooms, Reception, Office, Program Rooms, Staff Rooms: Acoustic Report Requirements Selected Acoustic Treatment to Wall Areas [Length: 226] Selected Acoustic Treatment to Ceiling Areas VERTICAL TRANSPORTATION Base Specifications RRC lifts x 2 to be used for carpark access to childcare GLAZING Base Specification Aluminium framed shop front glazing (full height) Aluminium framed glazed partitions to Childcare rooms where supervision is required - from 1000 to 2400mm [Length: 72] FLOORING Base Specification

$0.00

1,298.00 1,141.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

INCL INCL INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note Note Note Note Note Note

0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Note Note Note Note Note Note

0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL INCL INCL

m2 m2

0.00 0.00

0.0% 0.0%

$0.00 $0.00

m2 m2

0.00 0.00

0.0% 0.0%

0.00 0.00

Note

1,298.00 1,141.00

0.00

0.0%

$0.00

0.00

0.0%

0.00

101.00

750.00

0.0%

$75,750.00

101.00

Note

750.00

0.0%

75,750.00

0.00

101.00

450.00

0.0%

$45,450.00

101.00

450.00

0.0%

45,450.00

0.00

4/23D

Toilets, kitchen, store rooms, cleaner’s room: 300x300mm ceramic tiles

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/23E

Children’s Play and Sleep Rooms: Vinyl over 20mm neoprene underlay

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/23F 4/23G 4/23H

Office, program rooms, staff room; Carpet Tiles with underlay Outdoor Play: Synthetic Turf / Soft fall with 20mm underlay Outdoor Store: Sealed Concrete

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

0.00 0.00 0.00

4/23J

Toilets, kitchen, store rooms, cleaner’s room: 300x300mm ceramic tiles Supply $40/m2

174.00

250.00

0.0%

$43,500.00

0.00

250.00

0.0%

0.00

-43,500.00

508.00

110.00

0.0%

$55,880.00

682.00

110.00

0.0%

75,020.00

19,140.00

402.00

80.00

0.0%

$32,160.00

402.00

80.00

0.0%

32,160.00

0.00

83.00

11.48

0.0%

$953.24

83.00

11.48

0.0%

953.24

0.00

189.33

500.00

0.0%

$94,666.67

189.33

500.00

0.0%

94,666.67

0.00

189.33

120.00

0.0%

$22,720.00

189.33

120.00

0.0%

22,720.00

0.00

189.33

75.00

0.0%

$14,200.00

189.33

75.00

0.0%

14,200.00

0.00

4/24D 4/24E

Vinyl over 20mm neoprene underlay Office, program rooms, staff room; Carpet Tiles with underlay - Flotex carpet with underlay including floor preparation Allowance for concrete sealer to outdoor store rooms Outdure 'Qwickbuild' Timber deck (not specified) to outdoor play areas (allowed for 1/3 of area as per PPR) synthetic turf with neoprene underlay to outdoor play areas (allowed for 1/3 of area as per PPR) Sandpit to outdoor play areas (1/3 of area as per PPR) - Included separately as Provisional Sum Allowance for waterproofing wet zones and external play areas E/O to floor waterproofing for upturns as necessary

742.00 293.00

m2 m

35.00 17.50

0.0% 0.0%

$25,970.00 $5,127.50

742.00 293.00

m2 m

35.00 17.50

0.0% 0.0%

25,970.00 5,127.50

0.00 0.00

4/24F

Unit rate allowance for skirtings, divider strips and other ancillary items

233.00

15.00

0.0%

$3,495.00

233.00

15.00

0.0%

3,495.00

0.00

4/23K 4/23L 4/23M 4/24A 4/24B 4/24C

Page 8 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

Description

4/24G 4/24H

General allowance for recessed entry matting (as required) Allowance for tactiles as necessary Additional PPR Items Toilets, kitchen, store rooms, cleaner’s room: Commercial Grade Vinyl with 150mm coved skirting Outdoor Play: 1/3 turf, 1/3 sand pit, 1/3 timber Commercial grade vinyl floor with underlay, including screed and other preparation works PARTITIONS Base Specification Internal Dry Area Walls: Painted Plasterboard Nappy Change and Children’s Bathroom Walls: Tiled to 1000mm high full height with 600x300mm gloss white tiles with minimal grout joins to 2100mm OR Vinyl up 1000mm up wall Nappy Change and Children’s Bathroom Walls: Glazed partition from 1000mm to 2400mm OR as required for visibility by staff.

4/24J 4/24K 4/24L

4/24M 4/25A 4/25B

Quantity 1.00 1.00

Unit Item Item Note Note

174.00

Rate

Markup

1,500.00 2,500.00

0.0% 0.0%

0.00

0.0%

Total

Quantity

$1,500.00 $2,500.00

1.00 1.00

$0.00

Unit

Rate

Markup

Total

Total Cost Delta

Item Item

1,500.00 2,500.00

0.0% 0.0%

1,500.00 2,500.00

Note

0.00

0.0%

Note

0.00

0.0%

0.00

0.0%

INCL

24,360.00

0.00

0.0%

$0.00

0.0%

($24,360.00)

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/25C

Other toilets: Tiled 600x300mm gloss white tiles with minimal grout joins

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/25D

Store Room, Cleaners Room & Chute Rooms: Unpainted concrete walls

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/25E

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/25L

Outdoor Store: Unpainted concrete walls Steel stud framed partition walls with insulation and plasterboard lining both sides - 1000mm high [Length: 72] E/O to plasterboard lining for wetcheck boarding in wet areas E/O to partitions to create kitchen serving hatch WALL FINISHES Base Specification Internal Dry Area Walls: Painted Plasterboard [Length: 298] Nappy Change and Children’s Bathroom Walls: Tiled to 1000mm high with 600x300mm gloss white tiles with minimal grout joins to 2100mm ($47/m2 tile supply) Waterproofing to wet areas

4/25M

4/25F

72.00

90.00

0.0%

$6,480.00

72.00

90.00

0.0%

6,480.00

0.00

234.00 1.00

m2 Item

10.00 3,000.00

0.0% 0.0%

$2,340.00 $3,000.00

234.00 1.00

m2 Item

10.00 3,000.00

0.0% 0.0%

2,340.00 3,000.00

0.00 0.00

1,370.00

15.00

0.0%

$20,550.00

1,370.00

15.00

0.0%

20,550.00

0.00

87.00

142.00

0.0%

$12,354.00

87.00

142.00

0.0%

12,354.00

0.00

87.00

45.00

0.0%

$3,915.00

87.00

45.00

0.0%

3,915.00

0.00

Other toilets: Tiled 600x300mm gloss white tiles with minimal grout joins

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/25N

Store Room, Cleaners Room & Chute Rooms: Unpainted concrete walls

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/26A

Outdoor Store: Unpainted concrete walls Additional PPR Items Nappy Change and Children’s Bathroom Walls: Tiled to full height with 600x300mm gloss white tiles with minimal grout joins to 2100mm ($47/m2 tile supply)

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/25G 4/25H

4/25J 4/25K

4/26B

174.00

142.00

0.0%

$24,708.00

174.00

142.00

0.0%

24,708.00

0.00

4/26C

Store Room, Cleaners Room & Chute Rooms: painted concrete walls

292.00

12.00

0.0%

$3,504.00

292.00

12.00

0.0%

3,504.00

0.00

4/26D 4/26E

Outdoor Store: painted concrete walls Internal Columns CEILINGS Base Specifications:

41.00 323.00

m2 m2

12.00 65.00

0.0% 0.0%

$492.00 $20,995.00

41.00 323.00

m2 m2

12.00 65.00

0.0% 0.0%

492.00 20,995.00

0.00 0.00

4/26F

Internal Dry Area ceilings: Painted suspended plasterboard Ceiling

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/26G 4/26H

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/26K

External Area Ceilings: Sealed Concrete Children’s Rooms: Suspended Aluminium Batten system Store Room, Cleaners Room & Chute Rooms ; Unpainted concrete ceiling External Store Room Ceilings ; Unpainted concrete ceiling

4/26L

Internal Dry Area ceilings: Painted suspended plasterboard Ceiling

4/26J

4/26M 4/26N 4/26P 4/26Q

Set plasterboard ceiling fixed to suspended ceiling framing ; moisture resistant board External Store Room Ceilings ; Unpainted concrete ceiling Children’s Rooms: Suspended Aluminium Batten system Painting of plasterboard ceilings Additional PPR Items

4/27A

Internal Dry Area ceilings: Painted suspended plasterboard Ceiling

4/27B

External Area Ceilings: Painted FC Ceiling Metal framed grid ceiling tiles (assume perforated metal or similar) - Extra Over External Area Ceilings: Painted FC Ceiling DOORS & HARDWARE Base Specification

4/27C 4/27D

4/27E

4/27F 4/27G 4/27H 4/27J 4/27K 4/27L 4/27M 4/28A 4/28B

4/28C 4/28D

4/28E 4/28F 4/28G 4/28H 4/28J 4/28K 4/28L 4/28M 4/28N 4/28P 4/28Q 4/28R 4/28S 4/29A 4/29B 4/29C 4/29D 4/29E 4/29F 4/29G 4/29H

4/32A

4/33A

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

399.00

60.00

0.0%

$23,940.00

399.00

60.00

0.0%

23,940.00

0.00

155.00

75.00

0.0%

$11,625.00

155.00

75.00

0.0%

11,625.00

0.00

103.00 525.00 554.00

m2 m2 m2

5.00 225.00 15.00

0.0% 0.0% 0.0%

$515.00 $118,125.00 $8,310.00

103.00 525.00 554.00

m2 m2 m2

5.00 225.00 15.00

0.0% 0.0% 0.0%

515.00 118,125.00 8,310.00

0.00 0.00 0.00

Note

0.00

0.0%

$0.00

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

35.00

0.0%

$0.00

399.00

0.00

0.0%

0.00

568.00

120.00

0.0%

$68,160.00

568.00

120.00

0.0%

68,160.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

24.00

each

1,100.00

0.0%

$26,400.00

24.00

each

1,100.00

0.0%

26,400.00

0.00

2.00

each

1,500.00

0.0%

$3,000.00

2.00

each

1,500.00

0.0%

3,000.00

0.00

5.00

each

950.00

0.0%

$4,750.00

5.00

each

950.00

0.0%

4,750.00

0.00

3.00

each

1,656.00

0.0%

$4,968.00

3.00

each

1,656.00

0.0%

4,968.00

0.00

Amenities, Store Rooms, Cleaners Store, Chute Rooms, Kitchen, Pantry: 920mm wide x 2400mm high Solid Core MDF doors with metal frame Play rooms, Sleep Rooms, Reception, Office, Program Rooms, Staff Rooms: 920mm wide x 2400mm high 0.38mm thick single leaf laminated glazed door including metal frame Outdoor Store Room: 1900mm x 2040mm double leaf solid core external fire door including metal frame Solid core door ; single leaf ; steel framed (exact size varies - approx 920mm x 2400mm high) Solid core door ; double leaf ; steel framed (exact size varies - approx 2000mm x 2400mm high) Double service cupboard door ; steel framed Laminate glazed (10.38mm thick); single leaf ; steel framed (exact size varies - approx 920mm x 2400mm high) Laminate glazed (10.38mm thick); single leaf ; steel framed (exact size varies - approx 1800mm x 2400mm high) E/O to doors for safety decals (per door leaf) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included Additional PPR Items Automatic glazed sliding door from lobby Laminated glazed (10.38mm thick) automatic double sliding door ; radar and push button operated (size approx 1800mm x 2400mm) FIXTURES (PSUM) WC (childrens) ; top of seat 250mm above FFL Staff WC Accessible WC 6 hand basins at childrens max height not to exceed 600mm Staff hand basin with taps Accessible hand basin with taps Accessible shower Stainless steel bath Large laundry tub with taps Cleaners sink with taps Kitchen hand wash sink with taps Kitchen double bowl cleaning sink with taps Kitchen single bowl food preparation sink with taps Soap dispensers, toilet roll dispensers, paper towel dispensers, mirrors and other sundry fixtures Change bench (staff) Ladder with the ability to slide along a rail attached to the bench for older children to access the bench themselves Coat hook Fan convention electric oven Gas cook top with 6 no. large burners Top load commercial dishwasher Clock JOINERY Allowance for Joinery - PSUM 750mm x 1400mm wide reception desk with laminated melamine bench top 2500mm to 3000mm x 650mm deep workstation to accommodate 3x desk tops Laminex shelving above work station; circa 3m length 1000mm x 1000mm x 1200mm wide cupboard with adjustable storage shelving and lockable 3910mm x 650mm x 1200mm high bag storage shelving 2000mm x 650mm x 1200mm high lockable cupboards to suit single bowl 1910mm x 650mm x 1200mm high open shelving below bench to suit single bowl 3910mm x 600mm deep overhead cupboards 1800mm x 600mm deep shelves 5200mm x 300mm deep joinery unit with 20 no. 450mm x 450mm openings for storage 450mm x 450mm high square opening shelves Shelving to accommodate large bulky items and shelving for a large number of storage crates (plastic storage bins) Broom storage cupboards; 1500mm x 650mm x 1200mm high lockable cupboards to suit single bowl 1480mm x 650mm x 1200mm high open shelving below bench to suit single bowl 2980mm x 600mm deep overhead cupboards above single bowl 2600mm x 300mm deep joinery unit with 20 no. 450mm x 450mm openings for storage of children's belongings 450mm x 450mm high square opening shelves 4575mm x 650mm deep bag storage shelving 2980mm x 600mm deep nappy change bench with 20 no. 450mm x EQUIPMENT Base Specification 1 x microwave 3 x soap dispenser above basins 5 x paper towel dispensers Mirrors at low level 5 x Toilet roll dispensers 1 x soap dispenser above basins 1 x paper towel dispensers 1 x Mirrors at compliant height 1 x Accessible toilet roll dispensers Change Bench Additional PPR Items

7.00

each

2,160.00

0.0%

$15,120.00

7.00

each

2,160.00

0.0%

15,120.00

0.00

10.00

50.00

0.0%

$500.00

10.00

50.00

0.0%

500.00

0.00

31.00

600.00

0.0%

$18,600.00

31.00

600.00

0.0%

18,600.00

0.00

0.0%

$0.00

0.00

0.0%

0.00

7,500.00

0.0%

$7,500.00

1.00

7,500.00

0.0%

7,500.00

0.00

Note

Rate Delta

Apportionment & Scope Delta

0.00

0.00 -140.00

Quantity Delta

0.00 0.00

1.00

6.00 1.00 2.00 12.00 1.00 2.00 2.00 1.00 1.00 1.00 5.00 5.00 5.00

each each each each each each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

6.00 1.00 2.00 12.00 1.00 2.00 2.00 1.00 1.00 1.00 5.00 5.00 5.00

each each each each each each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL

1.00

Item

0.00

0.0%

$0.00

1.00

Item

0.00

0.0%

INCL

1.00

Item

0.00

0.0%

$0.00

1.00

Item

0.00

0.0%

INCL

1.00

Item

0.00

0.0%

$0.00

1.00

Item

0.00

0.0%

INCL

1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item

0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00

1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item

0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL INCL

1.00

Item

0.00

0.0%

$0.00

1.00

Item

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

24,360.00

$0.00

Page 9 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

4/33B

4/33C 4/33D

4/33E

4/34A

4/34B 4/34C 4/34D

4/34E

4/34F 4/35A

4/35B

4/35C

Description

Quantity

1 x Gas cook top with commercial grade exhaust extract over 1 x Electric fan forced oven 1 x Commercial grade dishwasher 1 x Boiling water unit (integrated with sink) 2 x double door fridges 1 x double door freezer 1 x microwave 1x pantry SIGNAGE Base Specification Statutory signage: Wayfinding signage: EXTERNAL & LANDSCAPING Planter to northern face planted with species approved to be used in a child care centre Shade Umbrellas to outdoor childcare area (Provisional Sum) COUNCIL SUPPLIED Tables and chairs, loose furniture and all loose play items Sand pits Fixed play equipment Decorative wall coverings to children’s rooms Signage for business opening hours, logo, etc Graphics & Interpretive display Linens, dinnerware, cutlery, cups and the like All consumables such as toilet paper, paper towel, cleaning detergents and the like.

1.00

Unit

Rate

Markup

Note

0.00

0.0%

Item Note

2,500.00 0.00

0.0% 0.0%

Note

0.00

0.0%

Total

Quantity

$0.00

$0.00 $0.00 $2,500.00 $0.00 $0.00

1.00

$0.00

Unit

Rate

Markup

Total

Total Cost Delta

Note

0.00

0.0%

INCL

Item Note

2,500.00 0.00

0.0% 0.0%

2,500.00

0.00

Note

0.00

0.0%

INCL

Quantity Delta

Rate Delta

Apportionment & Scope Delta

$0.00

FITOUT - ALLIED HEALTH - LEVEL 1 GENERAL Base Specification The Allied Health spaces will be located together so that the spaces can be combined into a larger tenancy if required. Additional PPR Items Warm Shell – Plasterboard unpainted Walls & Ceiling tiles. Concrete floor set down only MECHANICAL SERVICES Base Specification Mechanical Ventilation provision from a central plant to be capped off to each AHI space for fitout by Tenant HYDRAULIC SERVICES Base Specification Potable water supply capped at high level Drainage point capped off for each AHI space Additional PPR Items Separate water metering TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Base Specification Electrical Distribution Board provided with single as part of Cold Shell 1 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

m2 m2

0.00 0.00

0.0% 0.0%

$0.00 $0.00

m2 m2

0.00 0.00

0.0% 0.0%

0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Additional PPR Items 4/35D

4/35E 4/35F

4/35G 4/35H

4/36A

Electrical Distribution Board provided with 3-phase as part of Cold Shell 6 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant SECURITY Base Specification Security to shopfront by Tenant Additional PPR Items To Council's requirements (swipe + abloy) ACOUSTICS Base Specification Adhere to acoustic report requirements Acoustic treatment to walls [Length: 51] Acoustic treatment to ceilings LIGHTING Base Specification General lighting to provide safe movement Lighting fitout by Tenant GLAZING Base Specification

4/36B

10.38 laminated Low E clear vision framed glazing with powdercoat finish

4/36C

Shopfront bulkhead detail including fixings back to structure Additional PPR Items Shopfront with Frameless glass entry doors, glazed pivot door with hardware - Extra Over FLOORING Base Specification 50mm setdown to allow for tenant fitout PARTITIONS Base Specification Internal Partitions fitout by Tenant Additional PPR Items Plasterboard unpainted Walls up to 3400mm high CEILINGS Base Specification Ceiling fitout by Tenant Additional PPR Items Acoustic Ceiling tiles Metal framed grid ceilings with acoustic tiles (assume perforated metal or similar) DOORS & HARDWARE Base Specification Doors & hardware part of glazing only Additional PPR Items

4/36D

4/36E

4/36F 4/36G

4/36H 4/36J

4/37A

4/37B

4/37C

4/37D

4/37E

4/37F

4/38A

4/38B

4/38C 4/38D

4/38E 4/38F 4/38G

4/38H 4/39A

Doors & hardware part of glazing only and rear solid door access to BOH Corridor inclusive of leverset, locks, swipe access, door closer, etc FURNITURE/FIXTURES & EQUIPMENT Base Specification FF&E fitout by Tenant FITOUT - COMMUNITY SPACE & KITCHEN GENERAL The proposed Social Enterprise Café and Community Kitchen on Level 1 will be a flexible space used for hospitality café training space, community kitchen cooking classroom, informal meeting spaces, and function spaces. MECHANICAL SERVICES Additional PPR Items Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout This is to be part of 3000L/s overall KEX for RRC HYDRAULIC SERVICES Base Specification Potable water supply 1 x Sewer and drainage points capped or at agreed locations prior construction Separate water metering 1 x Grease arrestor connection point capped off Trade waste point TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Base Specification Electrical Distribution Board provided with single 3-phase as part of Cold Shell - for fitout of services by the Tenant warm shell 6 x 20Amp DGPO’s to connect into the fitout 4 x DGPO to connect into the fitout SECURITY Base Specification (PSUM) Security to shopfront by Tenant Additional PPR Items (PSUM)

293.00 359.00

110.00

750.00

0.0%

$82,500.00

110.00

750.00

0.0%

82,500.00

0.00

20.00

0.00

0.0%

$0.00

20.00

0.00

0.0%

INCL

52.00

350.00

0.0%

$18,200.00

52.00

350.00

0.0%

18,200.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

60.00

0.0%

$24,660.00

60.00

0.0%

24,660.00

0.00

0.0%

$0.00

0.00

0.0%

EXCL

90.00

0.0%

$32,310.00

90.00

0.0%

32,310.00

0.00

411.00

359.00

1.00

Swipe Access + 2 off. 3m wide Roller Shutters with manual override ACOUSTICS Base Specification Adhere to acoustic report requirements Selected Acoustic wall treatment [Length: 32] Selected Acoustic ceiling treatment LIGHTING Base Specification General lighting to provide safe movement Lighting fitout by Tenant Additional PPR Items Allow Feature Lighting to match foyer to community space GLAZING/SHOPFRONT Base Specification

4/39B

10.38 laminated Low E clear vision framed glazing with powdercoat finish

4/39C

Aluminium framed shop front glazing (full height) [Length: 24]

4/39D

Shopfront bulkhead detail including fixings back to structure [Length: 32]

293.00 359.00

144.00 351.00

0.00

0.0%

$0.00

each

1,100.00

0.0%

$1,100.00

Note

0.00

0.0%

Note

0.00

Item

411.00

359.00

0.00

0.0%

INCL

each

1,100.00

0.0%

1,100.00

0.00

$0.00

Note

0.00

0.0%

EXCL

0.0%

$0.00

Note

0.00

0.0%

INCL

10,000.00

0.0%

$10,000.00

Item

10,000.00

0.0%

10,000.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

Note m2 m2

0.00 0.00 0.00

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

Note m2 m2

0.00 0.00 0.00

0.0% 0.0% 0.0%

0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

1.00

144.00 351.00

0.00

0.0%

$0.00

0.00

0.0%

0.00

138.00

750.00

0.0%

$103,500.00

138.00

Note m2

750.00

0.0%

103,500.00

0.00

24.00

0.00

0.0%

$0.00

24.00

0.00

0.0%

INCL

Additional PPR Items

Page 10 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

Description

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

4/39E

Glazed Shopfront Timber battens at 400mm C/C in front of glazing to create privacy screens. Allow for frosting / banding where required. Full height glazed partitions facing foyer

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/39F

E/O to shop front glazing for curved appearance (assume faceted)

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

4/39G 4/39H

4/39J

4/40A

4/40B 4/40C

4/40D

4/40E 4/40F 4/40G

4/40H

4/40J

4/41A

4/41B

4/41C

4/41D

4/41E

4/41F 4/42A 4/42B

FLOORING Base Specification 30-50mm setdown to allow for tenant fitout Additional PPR Items 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2) Commercial grade vinyl flooring coved 150mm up wall to kitchen Plasterboard ceiling with lighting. Glass partitions to create open space and encourage connectivity. PARTITIONS Base Specification Internal Partitions as part of fitout WALL FINISHES Base Specification Painting to walls [Length: 39] Painting to Columns [Number of: 4] Additional PPR Items Timber battens at 400mm C/C in front of glazing to create privacy screens. Allow for frosting / banding where required. [Length: 32] CEILINGS Base Specification Ceiling fitout by Tenant Additional PPR Items Feature Ceiling to match Foyer DOORS & HARDWARE Doors & hardware fitout by Tenant FURNITURE/FIXRTURES & EQUIPMENT Base Specification FF&E fitout by Tenant Additional PPR Items Provisional Allowance for university style built-in furniture. E.G. Booths/ Loose furniture for informal community use of space. Stainless steel benches and kitchen appliances, rangehood, etc FITOUT - CAFE & KITCHEN GENERAL The proposed Social Enterprise Café and Community Kitchen on Level 1 will be a flexible space used for hospitality café training space, community kitchen cooking classroom, informal meeting spaces, and function spaces. MECHANICAL SERVICES Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout This is to be part of 3000L/s overall KEX for RRC

Full height glazed partitions facing foyer Shopfront bulkhead detail including fixings back to structure Glazed concertina / stacking wall includes beam and solid partition above ceiling level FLOORING

4/42G

4/42H

4/42J 4/42K 4/42L 4/42M 4/43A 4/43B 4/43C

4/43D 4/43E

4/43F

4/43G

4/43H

4/44A

4/44B 4/44C 4/44D 4/44E

4/44F

4/44G 4/44H 4/45A

$0.00

0.0%

$77,220.00

0.00

0.0%

$0.00

351.00

Note

0.00

0.0%

EXCL

220.00

0.0%

77,220.00

0.00

0.0%

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

m2 m2

15.00 15.00

0.0% 0.0%

$3,360.00 $900.00

224.00 60.00

m2 m2

15.00 15.00

0.0% 0.0%

3,360.00 900.00

0.00 0.00

183.00

260.00

0.0%

$47,580.00

183.00

260.00

0.0%

47,580.00

0.00

EXCL

Note 351.00

0.00

0.0%

$0.00

500.00

0.0%

$175,500.00

0.00

0.0%

EXCL

500.00

0.0%

175,500.00

Note

0.00

0.0%

$0.00

0.00

Note

0.00

0.0%

EXCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note 351.00

93.00 22.00

m2 m

750.00 0.00

0.0% 0.0%

$69,750.00 $0.00

93.00 21.00

m2 m

750.00

0.0% 0.0%

69,750.00 INCL

0.00 INCL

43.00

1,200.00

0.0%

$51,600.00

43.00

1,200.00

0.0%

51,600.00

0.00

0.0%

$0.00

0.00

0.0%

0.00

Allow tile to go through Cafe area Commercial grade vinyl flooring coved 150mm up wall to kitchen Plasterboard ceiling with lighting. Glass partitions to create open space and encourage connectivity. 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2) PARTITIONS Feature Walls to match Foyer to café Solid wall construction for food code compliance. Plasterboard lining fixed to blockwork WALL FINISHES Timber batten feature privacy screen battens at 400mm cc) Painting to walls Painting to Columns [Number of: 5] CEILINGS Feature Ceiling to match Foyer Timber feature ceiling ; timber battens on acoustic backing and subframing (assume woodform or similar) Plasterboard to kitchen DOORS & HARDWARE Doors & hardware fitout by Tenant FURNITURE/FIXTURES/EQUIPMENT Stainless steel benches and kitchen appliances, rangehood, etc FITOUT - LEVEL 2 FITOUT - LOBBY LEVEL2 (FOYER & AMENITIES) MECAHNICAL SERVICES Base Specification Amenities / Store Rooms / Cleaners Store: Mechanically ventilated amenities and exhaust and/or fresh air supply. Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards COMMS/DATA Base Specifications 1 x Data point to each Reception desk 1 x MATV point 1 x Telephone point to Reception desk Additional PPR Items Wifi throughout for Staff & Public Audio/PA system throughout (for centre announcements) HYDRAULIC SERVICES Base Specifications Potable hot & cold-water supply to all taps Non-potable water system for flushing, irrigation and wash down purposes 1 x Cleaner’s tap to cleaner’s store Sanitary plumbing and vent piping systems As per relevant AS & BCA Standards for Plumbing & Drainage ELECTRICAL SERVICES Base Specifications Power: 1 x Waterproof DGPO per external area with lock Lighting: Downlights to all FOH spaces •Batten lighting to all BOH spaces •Lux levels as per AS & BCA Standards Electrical Equipment: (Provisional Sum) ; •2x TV screens •PA / Audio System Additional PPR Items Feature Lighting to lobby + downlights elsewhere per Level 01 SECUIRTY Base Specifications Swipe Access to main entry doors Intruder alarm system Intercom system CCTV monitoring system ACOUSTICS Base Specifications Adhere to acoustic report requirements Selected Acoustic Treatment to walls [Length: 44] Selected Acoustic Treatment to Ceilings GLAZING Base Specifications

0.0%

Note

LIGHTING Allow Feature Lighting to match foyer to community space GLAZING/SHOPFRONT Glazed Shopfront Timber battens at 400mm C/C in front of glazing to create privacy screens.

4/42D 4/42E

0.00 220.00

224.00 60.00

Swipe Access + 2 off. 3m wide Roller Shutters with manual override

Allow for frosting / banding where required. Serving window for Café

Note

HYDRAULIC SERVICES Potable water supply capped at high level 1 x Sewer and drainage points capped off in space Separate water metering 1 x Grease arrestor connection point capped off Trade waste point TELECOMMUNICATIONS/DATA 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Electrical Distribution Board provided with single phase as part of Cold Shell - for fitout of services by the Tenant 6 x 20Amp DGPO 4 x DGPO SECUIRTY

4/42C

4/42F

351.00

Note

222.00

220.00

0.0%

$48,840.00

Note

0.00

0.0%

$0.00

301.00

32.00

0.0%

$9,632.00

48.00 301.00 129.00

m2 m2 m2

260.00 15.00 15.00

0.0% 0.0% 0.0%

$12,480.00 $4,515.00 $1,935.00

Note

222.00

220.00

0.0%

48,840.00

0.00

Note

0.00

0.0%

0.00

301.00

32.00

0.0%

9,632.00

0.00

48.00 301.00 129.00

m2 m2 m2

260.00 15.00 15.00

0.0% 0.0% 0.0%

12,480.00 4,515.00 1,935.00

0.00 0.00 0.00

0.00

0.0%

$0.00

0.00

0.0%

0.00

102.00

500.00

0.0%

$51,000.00

102.00

500.00

0.0%

51,000.00

0.00

109.00

90.00

$9,810.00

109.00

90.00

0.0%

9,810.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note m2 m2

0.00 0.00 0.00

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

138.00 1,202.00

Note m2 m2

0.00 0.00 0.00

0.0% 0.0% 0.0%

0.00 0.00 0.00

1,250.00

0.0%

$41,250.00

33.00

1,250.00

0.0%

41,250.00

0.00

138.00 1,202.00

4/45B

Commercial frameless balustrade ; approx. 1000mm high (stairs to L2)

4/45C 4/45D 4/45E

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Amenities: 300x300mm ceramic tile with matching coloured grout

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/45F 4/45G

33.00

Note

Page 11 of 20

Quantity Delta

Rate Delta

Apportionment & Scope Delta

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

4/45H

4/45J 4/45K 4/45L 4/45M 4/46A 4/46B

4/46C 4/46D 4/46E

4/46F 4/46G 4/46H 4/46J 4/46K 4/46L 4/46M 4/47A 4/47B 4/47C

4/47D 4/47E 4/47F

Description

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Foyer - 1200 x 600 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $80/m2)

941.00

220.00

0.0%

$207,020.00

941.00

220.00

0.0%

207,020.00

0.00

E/O for running track

122.00

130.00

0.0%

$15,860.00

122.00

130.00

0.0%

15,860.00

0.00

92.00

150.00

0.0%

$13,800.00

92.00

150.00

0.0%

13,800.00

0.00

Amenities - 600 x 300 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $55/m2) E/O to floor waterproofing +upturns as necessary Allowance for steel framed stairs with timber finish to stair treads (assume to treads and risers) Allowance for tactiles as necessary - TGI Additional PPR Items (Blue) Amenities: Commercial grade Vinyl coved up 150mm Stairs : Timber treads with feature lighting Painted steel structure PARTITIONS Base Specifications E/O to plasterboard lining for wetcheck boarding in wet areas - 2700mm high [Length: 77] Toilet / Shower cubicles including all doors, fixings and ancillaries ; HMR Additional PPR Item Amenities:Compact laminate as per CBC specification WALL FINISHES Base Specifications Dry Areas: Painted plasterboard with insulation as required Wet Areas: 600x300mm gloss white tiles wall tiling Wall painting [Length: 146] Allowance for 600 x 300 gloss white tiles (full height) (allowed $47/m2 tile supply) [Length: 77] Allowance for lift lobby / wall feature finish (assumed) Allowance for waterproofing as necessary [Length: 77] Allowance to paint internal columns [Number of: 11] Additional PPR Item

92.00

3.00

mrise

10.00

92.00 3.00

m2 m/rise

0.0%

$4,140.00

92.00

0.0%

$24,000.00

3.00

mrise

720.00

0.0%

$7,200.00

10.00

0.00 2,000.00

0.0% 0.0%

$0.00 $6,000.00

92.00 3.00

m2 m/rise

45.00

0.0%

4,140.00

0.00

8,000.00

0.0%

24,000.00

0.00

720.00

0.0%

7,200.00

0.00

0.00 2,000.00

0.0% 0.0%

INCL 6,000.00

INCL 0.00

208.00

50.00

0.0%

$10,400.00

208.00

50.00

0.0%

10,400.00

0.00

14.00

each

1,500.00

0.0%

$21,000.00

14.00

each

1,500.00

0.0%

21,000.00

0.00

14.00

each

300.00

0.0%

$4,200.00

14.00

each

300.00

0.0%

4,200.00

0.00

452.00

Note Note m2

0.00 0.00 15.00

0.0% 0.0% 0.0%

$0.00 $0.00 $6,780.00

452.00

Note Note m2

0.00 0.00 15.00

0.0% 0.0% 0.0%

0.00 0.00 6,780.00

0.00 0.00 0.00

208.00

142.00

0.0%

$29,536.00

208.00

142.00

0.0%

29,536.00

0.00

3.00 208.00 202.00

No m2 m2

2,500.00 45.00 15.00

0.0% 0.0% 0.0%

$7,500.00 $9,360.00 $3,030.00

3.00 208.00 202.00

No m2 m2

2,500.00 45.00 15.00

0.0% 0.0% 0.0%

7,500.00 9,360.00 3,030.00

0.00 0.00 0.00

Dry Areas: Allow for 50% of walls to be timber veneer wall panelling E/O to painting for lining to partition walls (partition between lobby and sports hall) E/O for timber veneer panelling [Length: 97] CEILINGS Base Specifications Lobby: Suspended ceiling system - painted plasterboard Dry Areas: Suspended ceiling system - painted plasterboard Wet Areas: Suspended ceiling system - painted moisture resistant plasterboard

45.00 8,000.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

185.00

15.00

0.0%

$2,775.00

185.00

15.00

0.0%

2,775.00

0.00

159.50

80.00

0.0%

$12,760.00

159.50

80.00

0.0%

12,760.00

0.00

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4/47G

Lobby - Set plasterboard ceiling fixed to suspended ceiling framing

934.00

75.00

0.0%

$70,050.00

934.00

75.00

0.0%

70,050.00

0.00

4/47H 4/47J 4/47K

Dry - Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painting of ceilings Additional PPR Item Lobby : E/O Feature Cladding to underside of the mezzanine from Painted plasterboard DOOR & HARDWARE Base Specifications

98.00 92.00 1,124.00

m2 m2 m2

55.00 10.00 15.00

0.0% 0.0% 0.0%

$5,390.00 $920.00 $16,860.00

98.00 92.00 1,124.00

m2 m2 m2

55.00 10.00 15.00

0.0% 0.0% 0.0%

5,390.00 920.00 16,860.00

0.00 0.00 0.00

417.00

410.00

0.0%

$170,970.00

417.00

410.00

0.0%

170,970.00

0.00

4/47L

4/47M

4/48A

4/48B

4/48C

4/48D 4/48E 4/48F 4/48G 4/48H 4/48J 4/48K 4/48L 4/48M 4/48N 4/49A 4/49B 4/49C 4/49D 4/49E

4/49F

4/49G

4/49H

4/49J 4/49K

4/50A

4/50B

4/50C

4/50D

4/50E

MDF solid core leaf with metal frame, painted finish Full door hardware including: Leverset, lockset, door closers, swipe, etc Fire rated solid core door ; single leaf ; steel framed (exact size varies approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Creche solid core door ; single leaf ; steel framed (exact size varies approx 1800mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included FIXTURES (PSUM) Base Specifications Parents Room: Proprietary Baby change table to parents room Cleaner’s Room: Stainless steel cleaner’s sink with mixer tap Sanitary Fixtures WC complete (including accessible) Wash basin including tapware Glass Reinforced Plastic waterfree urinals (Uridan) Accessible shower Fittings & Equipment Stainless Steel grab rail by Southern Cross Stainless Steel Kimberley Clark steel powder coated toilet tissue dispenser Wall mounted soap dispenser (no spec) Wall mounted paper towel dispenser Mirror (above basins) Electrical Hand dryers Baby change table Shower benches and general changing benches Additional PPR Item Amenities : Refer Council standard specification sheet. Note: S/S Sanitary fixtures not required. JOINERY (PSUM) Base Specifications Laminate finish Reception desk Approx. 7000mm long x 2200mm high backlit glass display cabinet including all joinery Additional PPR Items Extra laminate finish reception desks Approx. 7000mm long x 2200mm high backlit glass display cabinet including all joinery FURNITURE & EQUIPMENT (PSUM) Base Specifications 2 x 32-inch TV’s SIGNAGE Base Specifications Statutory signage: As per relevant AS & BCA Standards Wayfinding signage: (Provisional Sum) : Acrylic panel with vinyl lettering, glue fixed to wall CLIENT SUPPLIED Signage for business, opening hours, phone number etc. Reception desk furniture incl desks and chairs Loose furniture incl bins, chairs, tables and the like. Computer and digital equipment for Recreation Centre Operational requirements FITOUT - HEALTH CENTRE GENERAL Health Centre facilities include: •Health Club •3 x Studio Spaces •Covered Outdoor Area / Deck •Staff Office (1 staff) •Assessment Office (2 staff) •Amenities for members accommodating toilets, showers and change area Entry and Access: (Provisional Sum) The Staff Control Point 1 within the public foyer will provide the surveillance of the Health Centre entry and main point of contact (2 staff). Entry into the Health Centre will include electronic access control. Health Club: The Health Club is the main area for individual fitness activities and includes equipment for weights and cardio fitness. The space will be a double height space. Functions of Studio Spaces: •Studio 1: Group Fitness Classes for resistance, cardio, flexibility, interval, dance and specialist training. The space will include a raised stage area for the instructor. •Studio 2: Spin bicycles and requires a raised podium for the instructor. •Studio 3: Quiet fitness activities, such as pilates and yoga. *All studio spaces will generally be double height spaces.

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

3.00

each

2,300.00

0.0%

$6,900.00

3.00

each

2,300.00

0.0%

6,900.00

0.00

1.00

each

1,500.00

0.0%

$1,500.00

1.00

each

1,500.00

0.0%

1,500.00

0.00

4.00

600.00

0.0%

$2,400.00

4.00

600.00

0.0%

2,400.00

0.00

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

0.00 0.00

6.00 8.00 2.00 1.00

each each each each

0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00

6.00 8.00 2.00 1.00

each each each each

0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0%

0.00 0.00 0.00 0.00

1.00 6.00 4.00 4.00 8.00 4.00 1.00 8.00

each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

1.00 6.00 4.00 4.00 8.00 4.00 1.00 8.00

each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

9.00

0.00

0.0%

$0.00

9.00

0.00

0.0%

INCL

8.00

0.00

0.0%

$0.00

8.00

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Item

2,500.00

0.0%

$2,500.00

Item

2,500.00

0.0%

2,500.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

note

0.00

0.0%

$0.00

note

0.00

0.0%

0.00

note

0.00

0.0%

$0.00

note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

1.00

Quantity Delta

Rate Delta

Apportionment & Scope Delta

MECHANICAL SERVICES Base Specification 4/51A 4/51B

4/51C

4/51D 4/51E

4/51F 4/51G 4/51H

Health Club, 3 x Studio Spaces, Staff Office (1 staff), Assessment Office (2 staff) ; Mechanically ventilated and air conditioned Safe room, Amenities, Store Rooms ; Mechanically ventilated amenities and exhaust and/or fresh air supply HYDRAULIC SERVICES Base Specification Potable hot & cold water supply to all taps Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems Separate water metering TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room 2 x MATV point Additional PPR Item Wifi throughout ELECTRICAL SERVICES Base Specification Power: Waterproof 1 x DGPO to Outdoor Deck , 6 x DGPO’s for general power , Power to all equipment (QTY TBA) Lighting: Downlights to all spaces , Lux levels as per AS & BCA Standards , 2 x MATV connection points Additional PPR Item Power to all equipment (QTY TBA) SECURITY Base Specification

Page 12 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

4/52A

Description

4/53H 4/53J 4/53K

Additional PPR Item Security barriers with swipe access x 2 Security to match remainder of building ACOUSTICS Additional PPR Item Health Club, Group Fitness, Cycle Room & Health & Wellness: Operable walls to be acoustically rated Acousitc Treatment to ceilings GLAZING Base Specification 10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing Aluminium framed glazed partitions ; 10.38 laminated glazing Glazed biofold doors including all beams and solid wall above FLOORING Base Specification Assessment Room & Office: Carpet Tiles Health Club & Cycle Room: Rubber Flooring. Thicker rubber flooring may be required in the free weights area. Group Fitness: Sprung Timber Floor Rubber floor Store: Sealed Concrete Wet Areas: 300x300mm ceramic tiles Health Club & Cycle Room:8mm sprung floor either Sprung timber or Regupol Rubber (Everoll Core range) E/O to padded floors for thickening at weights areas Wet Areas: Vinyl Assessment Room & Office: Flotex carpet with underlay including floor preparation Allowance for concrete sealer to store rooms Allowance for waterproofing wet zones and external play areas E/O to floor waterproofing for upturns as necessary

4/53L

Unit rate allowance for skirtings, divider strips and other ancillary items

4/52B

4/52C 4/52D

4/52E 4/52F 4/52G

4/52H 4/52J 4/53A 4/53B 4/53C 4/53D 4/53E 4/53F 4/53G

4/53M

4/53N 4/53P 4/53Q

4/54A 4/54B 4/54C 4/54D 4/54E 4/54F

4/54G 4/54H 4/54J 4/54K

4/54L

4/54M 4/55A 4/55B 4/55C

4/55D

4/55E 4/55F 4/55G 4/55H 4/55J 4/55K 4/55L 4/55M 4/55N 4/55P 4/55Q 4/56A 4/56B 4/56C

4/56D 4/56E 4/56F 4/56G

4/56H 4/56J 4/56K

4/56L 4/56M

4/57A

Quantity

Monitor to video doorbell to Health Club entry door Swipe Access to main entry door Lockable doors to offices, assessment office, store rooms and safe room Intruder alarm system CCTV monitoring system

Additional PPR Item Wet Areas: Commercial Vinyl with 150mm coved skirting Outdure 'Qwickbuild' Timber deck PARTITIONS Base Specification E/O to plasterboard lining for wetcheck boarding in wet areas - 2700mm high Toilet / Shower cubicles including all doors, fixings and ancillaries ; HMR Additional PPR Items Solid operable wall including all beams and plasterboard above WALL FINISHES Base Specification Wet Area: Tiled with 600x300mm gloss white tiles with minimal grout joins - Supply $47/m2 Wall painting Allowance for 600 x 300 gloss white tiles (full height) (allowed $47/m2 tile supply) Allowance for waterproofing as necessary Allowance to paint internal columns Additional PPR Items Mirrors to studio and weights area CEILINGS Base Specification Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painted FC ceilings to externals Painting of plasterboard ceilings DOORS & HARDWARE Base Specification MDF solid core leaf with aluminum frame, painted finish Fire rated where required HMR toilet partitions with locks DDA Compliant hardware where required Fire rated solid core door ; single leaf ; steel framed (exact size varies approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Solid core door ; double leaf ; steel framed (exact size varies - approx 2000mm x 2040mm high) Double service cupboard door ; steel framed Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included FIXTURES (PSUM) Base Specification •Wall faced toilet suites •Hand basin with polished mixer tap •Mirror to Hand basin area •Toilet roll holder to each stall •Wall mounted paper towel dispenser •Wall mounted soap dispenser •Urinals to Male WC •Waste disposal area •DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails Lockers & Pigeon Holes (66% lockers) WC complete (including accessible) Wash basin including tapware Cleaners sink with taps Shower Accessible shower Stainless Steel grab rail Toilet tissue dispenser Wall mounted soap dispenser (no spec) Wall mounted paper towel dispenser Mirror (above basins) Electrical Hand dryers Coat hooks Baby change table Shower benches and general changing benches JOINERY (PSUM) Base Specification Laminate benchtop and joinery reception desk 14000mm long locker / pigeon hole unit General benches etc through centre Stages / raised floors in studios EQUIPMENT Base Specification •Defribulator •Health Centre equipment (Provisional Sum) All special gym equipment, loose items and other fitments allowed as a separate provisional sum SIGNAGE Statutory Signage by Main Contractor LANDSCAPING Additional PPR Item Timber decking to outdoor deck area Outdure 'Qwickbuild' Timber deck CLIENT SUPPLIED •Loose furniture items •Signage for business, opening hours, phone number etc. •Health Centre Equipment eg. Treadmills, free weights, weight racks, cable machines and the like. FITOUT - SPORTS HALL GENERAL Base Specification

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

667.00

0.00

0.0%

$0.00

667.00

0.00

0.0%

0.00

1,172.00

0.00

0.0%

$0.00

1,172.00

0.00

0.0%

0.00

Note 213.00 83.00

0.00

0.0%

$0.00

500.00 850.00

0.0% 0.0%

$106,500.00 $70,550.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

Note Note

0.00 0.00

m2 m2

Note

0.00

0.0%

0.00

500.00 850.00

0.0% 0.0%

106,500.00 70,550.00

0.00 0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

0.00

$0.00

Note

0.00

0.0%

0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

0.00 0.00

213.00 83.00

m2 m2

1,003.00

230.00

0.0%

$230,690.00

1,003.00

230.00

0.0%

230,690.00

0.00

1.00 156.00

Item m2

10,000.00 110.00

0.0% 0.0%

$10,000.00 $17,160.00

1.00 156.00

Item m2

10,000.00 110.00

0.0% 0.0%

10,000.00 17,160.00

0.00 0.00

23.00

80.00

0.0%

$1,840.00

23.00

80.00

0.0%

1,840.00

0.00

9.00 260.00 44.00

m2 m2 m

11.00 45.00 45.00

0.0% 0.0% 0.0%

$99.00 $11,700.00 $1,980.00

9.00 260.00 44.00

m2 m2 m

11.00 45.00 45.00

0.0% 0.0% 0.0%

99.00 11,700.00 1,980.00

0.00 0.00 0.00

556.00

15.00

0.0%

$8,340.00

556.00

15.00

0.0%

8,340.00

0.00

156.00 104.00

m2 m2

0.00 350.00

0.0% 0.0%

$0.00 $36,400.00

156.00 104.00

m2 m2

0.00 350.00

0.0% 0.0%

INCL 36,400.00

INCL 0.00

276.00

10.00

0.0%

$2,760.00

276.00

10.00

0.0%

2,760.00

0.00

19.00

each

1,500.00

0.0%

$28,500.00

19.00

each

1,500.00

0.0%

28,500.00

0.00

68.00

1,200.00

0.0%

$81,600.00

68.00

1,200.00

0.0%

81,600.00

0.00

276.00

142.00

0.0%

$39,192.00

276.00

142.00

0.0%

39,192.00

0.00

667.00

15.00

0.0%

$10,005.00

667.00

15.00

0.0%

10,005.00

0.00

142.00

0.0%

$0.00

0.00

142.00

0.0%

0.00

276.00 438.00

m2 m2

35.00 15.00

0.0% 0.0%

$9,660.00 $6,570.00

276.00 438.00

m2 m2

35.00 15.00

0.0% 0.0%

9,660.00 6,570.00

0.00 0.00

1.00

Item

25,000.00

0.0%

$25,000.00

1.00

Item

25,000.00

0.0%

25,000.00

0.00

1,216.00 113.00 105.00 1,320.00

m2 m2 m2 m2

75.00 10.00 130.00 15.00

0.0% 0.0% 0.0% 0.0%

$91,200.00 $1,130.00 $13,650.00 $19,800.00

1,216.00 113.00 105.00 1,320.00

m2 m2 m2 m2

75.00 10.00 130.00 15.00

0.0% 0.0% 0.0% 0.0%

91,200.00 1,130.00 13,650.00 19,800.00

0.00 0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

12.00

each

2,300.00

0.0%

$27,600.00

12.00

each

2,300.00

0.0%

27,600.00

0.00

1.00

each

1,500.00

0.0%

$1,500.00

1.00

each

1,500.00

0.0%

1,500.00

0.00

3.00

each

1,500.00

0.0%

$4,500.00

3.00

each

1,500.00

0.0%

4,500.00

0.00

16.00

each

600.00

0.0%

$9,600.00

16.00

each

600.00

0.0%

9,600.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

each each each each each each each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

each each each each each each each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Note Note Note Note

0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00

Note Note Note Note

0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

1.00

Item

2,500.00

0.0%

$2,500.00

1.00

Item

2,500.00

0.0%

2,500.00

0.00

105.00

Note m2

0.00 580.00

0.0% 0.0%

$0.00 $60,900.00

105.00

Note m2

0.00 580.00

0.0% 0.0%

0.00 60,900.00

0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

13.00 9.00 1.00 9.00 1.00 1.00 13.00 9.00 9.00 9.00 4.00 9.00 1.00 9.00

Page 13 of 20

Quantity Delta

Rate Delta

Apportionment & Scope Delta

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

Description

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

The Sports Hall will be used for sports training and local sporting competition. The Sports Hall will occasionally be hired out for larger community events and sporting competitions. For example, the Five Dock Leisure Centre accommodates events such as a Kids Market, Jiu Jitsu Sports Competition and Indoor Rowing Competition.

4/58A

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

557.00 840.00

m2 m2

0.00 0.00

0.0% 0.0%

$0.00 INCL

m2 m2

0.00 0.00

0.0% 0.0%

0.00 INCL

41.00

750.00

0.0%

$30,750.00

750.00

0.0%

30,750.00

0.00

0.00 0.00

0.0% 0.0%

$0.00 $0.00

0.00 0.00

0.0% 0.0%

0.00 0.00

Quantity Delta

Rate Delta

Apportionment & Scope Delta

Walls behind the Futsal goal areas will need to be solid masonry up to 2.4m high. Large door openings will be provided at the northern end to allow the halls to open out onto the foyer space when used for larger events, but locked at other times. Additional PPR Item 4/59A

4/59B 4/59C 4/59D

4/59E

4/59F

4/59G 4/59H

4/59J

4/60A

4/60B 4/60C

Mezzanine to accommodate 50 spectators per sports court (100 total) – 1200mm high impact resistant glass balustrade to mezzanine looking over courts. Pending further development to this item MECHANICAL SERVIES Base Specifications First Aid Room: Mechanically ventilated, air conditioned Courts and store rooms: Mechanically ventilated by means of exhaust and/or fresh air supply Additional PPR Items Courts and store rooms: Air conditioned TELECOMMUNICATIONS/DATA Additional PPR Item •Allow for Audio / PA system throughout centre for announcements (all of Level 2 + Mezzanine) •Wifi throughout HYDRAULIC SERVICES Nil Specification ELECTRICAL SERVICES Base Specification Power : 8 x DGPO for general power , 2 x MATV points Lighting: High bay lights to Multi court , General lighting to all FOH spaces , Batten lighting to store rooms Additional PPR Item Electronic Score Boards SECURITY Base Specification Access into the Sports Hall will be controlled from the Staff Control Points. Staff from these areas will have the ability to unlock access doors into the sports hall from a button control Swipe Access to main entry doors Lockable store rooms and first aid rooms Intruder alarm system Intercom system CCTV monitoring system Centralised Security Control Room ACOUSTICS Additional PPR Item Selected Acoustic Treatment to Walls Selected Acoustic treatment to ceiling areas GLAZING 10.38 laminated Low E clear vision framed glazing with powdercoat finish Design to maximize use of natural lighting

4/60D

4/60E 4/60F 4/60G 4/60H 4/60J 4/60K

4/61A

4/61B

4/61C

4/61D

Glazed Partitions to First Aid Office FLOORING Base Specifications Store Rooms: Sealed Concrete Multi Court: Sprung Timber flooring Timber sprung floor consisting of 2 x 19mm ply on steel spring mounts with 100mm cavity (Embelton NXS or similar) Allowance for concrete sealer to store rooms and BOH Perimeter detailing of flooring incl skirtings Allowance for tactiles as necessary PARTITIONS Base Specification Multi Court: Gyprock lining to masonry perimeter walls Multi Court: Acoustic wall panel. Mezz-Soffit external walls to be lightweight walls with acoustic treatment Full-height dividing retractable net separating two courts. Set from mezzanine to U/S L03/L04. Solid operable wall including all beams and plasterboard above Block wall infill between operable wall WALL FINISHES Base Specification E/O to plasterboard for linings to blockwork captured in Gymnasium Walls

557.00 840.00

$0.00

Note Note

41.00

Note Note

1,664.00

225.00

0.0%

$374,400.00

1,664.00

225.00

0.0%

374,400.00

0.00

122.00 165.00 1.00

m2 m Item

15.00 30.00 2,500.00

0.0% 0.0% 0.0%

$1,830.00 $4,950.00 $2,500.00

122.00 165.00 1.00

m2 m Item

15.00 30.00 2,500.00

0.0% 0.0% 0.0%

1,830.00 4,950.00 2,500.00

0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

0.0%

$0.00

0.00

0.0%

0.00

58.00 96.00

Note

m2 m2

1,200.00 260.00

0.0% 0.0%

$69,600.00 $24,960.00

58.00 96.00

Note

m2 m2

1,200.00 260.00

0.0% 0.0%

69,600.00 24,960.00

0.00 0.00

138.00

32.00

0.0%

$4,416.00

138.00

32.00

0.0%

4,416.00

0.00

4/61E

E/O to plasterboard for linings to blockwork captured in Health Club Walls

126.00

32.00

0.0%

$4,032.00

126.00

32.00

0.0%

4,032.00

0.00

4/61F

E/O to plasterboard for linings to blockwork captured for Sports Hall

152.00

32.00

0.0%

$4,864.00

152.00

32.00

0.0%

4,864.00

0.00

840.00

Note m2

241.00

4/61G 4/61H 4/61J

4/61K

4/62A

4/62B

4/62C

4/62D

4/62E 4/62F 4/62G

4/62H 4/62J 4/62K 4/63A

4/63B

CEILINGS Base Specification Multi Court: Painted concrete soffit Acoustic lining (unspecified) to soffit above multi court Assume 1500mm high Vertical face Bulkhead allowance with acoustic panelling to Sports Hall outline DOORS & HARDWARE Base Specification Solid MDF Doors 2400mm high – painted All hardware + security access, etc Entry doors to Sports Hall to be 3m wide sliding glazed doors Fire rated solid core door ; single leaf ; steel framed (exact size varies approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Fire rated solid core door ; single leaf ; steel framed (exact size varies approx 1800mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included FIXTURES (PSUM) Base Specification

The Gymnastics Centre is designed to accommodate the following gymnastics functions and equipment: •2 x Horizontal Bar 4m x 5.5m (2 x 22m2) •Trampoline 7m x 9m (77m2) •Wall Hung Bars 7m wide •Sprung Floor Minimum 6m x 6m (36 m2) •Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end •4.5m wide x 6.0m long (27m2) •Balance Beams

0.0% 0.0%

$0.00 $0.00

840.00

Note m2

0.0%

$72,300.00

241.00

0.00 0.00

0.0% 0.0%

0.00 0.00

300.00

0.0%

72,300.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

1.00

each

2,300.00

0.0%

$2,300.00

1.00

each

2,300.00

0.0%

2,300.00

0.00

5.00

each

2,300.00

0.0%

$11,500.00

5.00

each

2,300.00

0.0%

11,500.00

0.00

6.00

each

600.00

0.0%

$3,600.00

6.00

each

600.00

0.0%

3,600.00

0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note Note

0.00 0.00

0.0% 0.0%

INCL INCL

Note Note

0.00 0.00

0.0% 0.0%

INCL INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Item

2,000.00

0.0%

$2,000.00

Item

2,000.00

0.0%

2,000.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

All columns and obstructions within the space will require safety padding JOINERY (PSUM) Base Specification Storage room joinery Other joinery as may be required Additional PPR Item Spectator bench seating - TBC FURNITURE & EQUIPMENT (PSUM) Base Specification PA / Audio System Additional PPR Item Electronic scoreboard per court. SIGNAGE Statutory Signage by Main Contractor CLIENT SUPPLIED Loose Furniture Operator to provide business signage. FITOUT - GYMNASTICS CENTRE GENERAL (PSUM)

0.00 0.00 300.00

1.00

Spectator viewing will be accommodated on the mezzanine viewing area with netting around the Sport Courts and Gymnastics Centre. MECAHNICAL SERVICES

Page 14 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

4/63C

4/63D 4/63E

4/64A

4/64B 4/64C

4/64D 4/64E

4/64F

4/64G 4/64H

4/64J 4/64K 4/64L 4/65A 4/65B 4/65C 4/65D 4/65E 4/65F 4/65G

4/65H 4/65J

4/65K 4/65L 4/65M 4/65N 4/65P 4/65Q

4/66A 4/66B 4/66C 4/66D 4/66E

4/66F

4/66G 4/66H 4/66J 4/66K 4/66L 4/66M 4/67A

4/67B

4/67C

4/67D 4/67E 4/67F 4/67G 4/67H 4/67J 4/67K 4/67L 4/67M 4/67N 4/67P 4/67Q 4/67R 4/67S

4/68A

4/68B

4/68C

4/68D

Description

Quantity

All internal spaces may be mechanically ventilated, air conditioned and controlled from a central BMS Mechanically ventilated by means of exhaust and/or fresh air supply Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards Integrate natural ventilation into mechanical system to allow a hybrid mode of operation where possible, integrated with BMS TELECOMMUNICATIONS/DATA 2 x Comms/Data points 2 x MATV connection points Wifi throughout HYDRAULIC SERVICES TO AMENITIES Potable hot & cold water supply to all taps Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems ELECTRICAL Power: 6 x DGPO points for general power , 2 x GPO for cleaner’s room , 1 x Waterproof DGPO per external area Lighting: Downlights to all spaces , Lux levels as per AS & BCA Standards , Linear light fittings ACOUSTICS Adhere to acoustic report requirements Selected Acousitc Treatment to Walls Selected Acousitc Treatment to ceilings SECURITY (PSUM) Swipe Access to Entry Door Security requirements to match remainder of facility Lockable office door, and first aid room Access to First Aid Room GLAZING

384.00 657.00

10.38 laminated Low E clear vision framed glazing with powdercoat finish Vision glazing required from Creche office Aluminium framed glazed partitions ; 10.38 laminated glazing FLOORING Base Specification Office: Carpet Tiles Store: Sealed Concrete Gym: 100mm foam floor matting Office : Flotex carpet with underlay including floor preparation Allowance for concrete sealer to store Allowance for waterproofing wet zones E/O to floor waterproofing for upturns as necessary Selected skirtings Allowance for tactiles as necessary Additional PPR Item Extra over for 100mm thick foam floor matting WALLS Base Specification Steel stud framed partition walls with insulation and plasterboard lining both sides - 2700mm high [Length: 34] E/O to plasterboard lining for wetcheck boarding in wet areas WALL FINISHES Base Specification Wall painting Allowance for 600 x 300 gloss white tiles (1000mm high) (allowed $47/m2 tile supply) Allowance for waterproofing as necessary Allowance to paint internal columns Allowance for padding to internal columns Additional PPR Item Allowance for 600 x 300 gloss white tiles (extra 1700mm for full height) (allowed $47/m2 tile supply) CEILINGS Base Specification Office: Suspended painted plasterboard Store: Exposed concrete soffit Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painting of plasterboard ceilings DOOR & HARDWARE Base Specification Lockable door Double glazed doors x2 with full hardware, door closer, security swipe and push to exit buttons. Fire rated solid core door ; single leaf ; steel framed (exact size varies approx 1000mm x 2040mm high) (allowed to fire stairs, plant room doors and tenancy entries) Solid core door ; single leaf ; steel framed (exact size varies - approx 920mm x 2040mm high) Solid core door ; double leaf ; steel framed (exact size varies - approx 2000mm x 2040mm high) laminate glazed (10.38mm thick); single leaf ; steel framed (exact size varies - approx 920mm x 2040mm high) laminate glazed (10.38mm thick); double leaf ; steel framed (exact size varies - approx 2000mm x 2040mm high) E/O to doors for safety decals (per door leaf) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included FIXTURES (PSUM) Base Specifications

•Loose furniture items •Desktop computer •Printer Work station •3 x drawer filing cabinet •1 x round table for four people 4 x easy chairs Storage cupboard Bookshelf •2 x Horizontal Bar 4m x 5.5m (2 x 22m2) •Trampoline 7m x 9m (77m2) •Wall Hung Bars 7m wide •Sprung Floor Minimum 6m x 6m (36 m2) •Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end •4.5m wide x 6.0m long (27m2) •Balance Beams Operator to provide business signage.

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

Note

0.00

0.0%

INCL

m2 m2

0.00 0.00

0.0% 0.0%

$0.00 $0.00

m2 m2

0.00 0.00

0.0% 0.0%

0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

384.00 657.00

0.00

0.0%

$0.00

750.00

0.0%

$22,500.00

30.00

0.00 0.00 150.00 80.00 11.00 45.00 15.00 10.00 2,500.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $81,600.00 $2,720.00 $385.00 $2,520.00 $1,095.00 $2,410.00 $2,500.00

544.00 34.00 35.00 56.00 73.00 241.00 1.00

Note Note m2 m2 m2 m2 m m Item

100.00

0.0%

$56,800.00

568.00

30.00

544.00 34.00 35.00 56.00 73.00 241.00 1.00

Note Note m2 m2 m2 m2 m m Item

568.00

Note

0.00

0.0%

0.00

750.00

0.0%

22,500.00

0.00

0.00 0.00 150.00 80.00 11.00 45.00 15.00 10.00 2,500.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

0.00 0.00 81,600.00 2,720.00 385.00 2,520.00 1,095.00 2,410.00 2,500.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

100.00

0.0%

56,800.00

0.00

91.00

150.00

0.0%

$13,650.00

91.00

150.00

0.0%

13,650.00

0.00

195.00

45.00

0.0%

$8,775.00

195.00

45.00

0.0%

8,775.00

0.00

395.00

15.00

0.0%

$5,925.00

395.00

15.00

0.0%

5,925.00

0.00

73.00

142.00

0.0%

$10,366.00

73.00

142.00

0.0%

10,366.00

0.00

73.00 142.00 1.00

m2 m2 Item

35.00 18.00 3,600.00

0.0% 0.0% 0.0%

$2,555.00 $2,556.00 $3,600.00 $0.00

73.00 142.00 1.00

m2 m2 Item

35.00 18.00 3,600.00

0.0% 0.0% 0.0%

2,555.00 2,556.00 3,600.00

0.00 0.00 0.00

123.00

142.00

0.0%

$17,466.00

123.00

142.00

0.0%

17,466.00

0.00

657.00 56.00 657.00

note note m2 m2 m2

0.00 0.00 75.00 10.00 12.00

0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $49,275.00 $560.00 $7,884.00

657.00 56.00 657.00

note note m2 m2 m2

0.00 0.00 75.00 10.00 12.00

0.0% 0.0% 0.0% 0.0% 0.0%

0.00 0.00 49,275.00 560.00 7,884.00

0.00 0.00 0.00 0.00 0.00

0.00

0.0%

$0.00

0.00

0.0%

0.00

1.00

each

2,300.00

0.0%

$2,300.00

1.00

each

2,300.00

0.0%

2,300.00

0.00

4.00

each

950.00

0.0%

$3,800.00

4.00

each

950.00

0.0%

3,800.00

0.00

1.00

each

1,500.00

0.0%

$1,500.00

1.00

each

1,500.00

0.0%

1,500.00

0.00

2.00

each

3,000.00

0.0%

$6,000.00

2.00

each

3,000.00

0.0%

6,000.00

0.00

2.00

each

4,500.00

0.0%

$9,000.00

2.00

each

4,500.00

0.0%

9,000.00

0.00

4.00

each

50.00

0.0%

$200.00

4.00

each

50.00

0.0%

200.00

0.00

10.00

each

600.00

0.0%

$6,000.00

10.00

each

600.00

0.0%

6,000.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

All columns and obstructions within the space will require safety padding. Shared with the Sports Hall, with space for: •Bed •Sink •First aid kit •Ice machine •Desk space WC complete (including accessible) Wash basin including tapware first aid sink including tapware Toilet tissue dispenser Wall mounted soap dispenser (no spec) Wall mounted paper towel dispenser Mirror (above basins) Coat hooks Baby change table Changing benches Defibrillator Bed (first aid) Ice Machine JOINERY (PSUM) Gymnastics Storage: Deep cupboard laminate storage FURNITURE & EQUIPMENT (PSUM) Additional PPR Item PA / Audio System •2 x Horizontal Bar 4m x 5.5m (2 x 22m2) •Trampoline 7m x 9m (77m2) •Wall Hung Bars 7m wide •Sprung Floor Minimum 6m x 6m (36 m2) •Run-Up Sprung Floor 10m x 2m and Tumbling Trampoline 10m x 2.5m with Foam Pit at the end •4.5m wide x 6.0m long (27m2) •Balance Beams SIGNAGE Base Specification Statutory Signage by Main Contractor CLIENT SUPPLIED

Unit

4.00 4.00 2.00 4.00 4.00 4.00 4.00 4.00 1.00 1.00 1.00 1.00 1.00

1.00

Note

0.00

0.0%

$0.00

each each each each each each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Note

0.00

0.0%

INCL

each each each each each each each each each each each each each

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Item

2,000.00

0.0%

$2,000.00

Item

2,000.00

0.0%

2,000.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

4.00 4.00 2.00 4.00 4.00 4.00 4.00 4.00 1.00 1.00 1.00 1.00 1.00

1.00

Quantity Delta

Rate Delta

Apportionment & Scope Delta

FITOUT - OCCASIONAL CARE (CRECHE) GENERAL A small Creche will be provided for minding of children up to 8 years of age for parents whilst they are using the community and recreational facilities. The Creche will include: 4/69A

• Indoor Play Area • Staff Office • Kitchenette • Store • Children’s Toilet • Covered Outdoor Play Area / Deck MECHANICAL SERVICES Base Specification

Page 15 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

4/69B

4/69C

4/69D

4/70A

4/70B

4/70C 4/70D

4/70E

Description

Quantity

All internal spaces to be mechanically ventilated, air conditioned and controlled from a central BMS Mechanically ventilated by means of exhaust and/or fresh air supply Mechanical services system is to be designed in accordance with the requirements per relevant AS & BCA Standards TELECOMMUNICATIONS/DATA Additional PPR Item Wifi throughout HYDRAULIC SERVICES Base Specification 1 x Outdoor Tap to Outdoor Deck Potable hot & cold water supply to all taps Non-potable water system for flushing, irrigation and wash down Sanitary plumbing and vent piping systems ELECTRICAL SERVICES Base Specification •6 x DGPO points for general power •2 x GPO for cleaner’s room •1 x Waterproof DGPO per external area •Recessed downlights to all spaces •Ensure IP rating compliance to each area •Lux levels as per AS & BCA Standards ACOUSTICS Base Specification Adhere to acoustic report requirements Selected Acoustic Wall Treatment [Length: 24] Selected Acoustic Ceiling Treatment SECURITY Base Specification Electronic Security Door GLAZING Base Specification

219.00 268.00

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

m2 m2

0.00 0.00

0.0% 0.0%

$0.00 $0.00

m2 m2

0.00 0.00

0.0% 0.0%

0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

750.00 1,000.00

0.0% 0.0%

$48,750.00 $59,000.00

65.00 59.00

m2 m2

750.00 1,000.00

0.0% 0.0%

48,750.00 59,000.00

0.00 0.00

0.00 0.00 80.00 11.00

0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $13,600.00 $110.00

170.00 10.00

Note Note m2 m2

0.00 0.00 80.00 11.00

0.0% 0.0% 0.0% 0.0%

0.00 0.00 13,600.00 110.00

0.00 0.00 0.00 0.00

219.00 268.00

Quantity Delta

Rate Delta

Apportionment & Scope Delta

10.38 laminated Low E clear vision framed glazing with powdercoat finish 4/70F 4/70G

4/70H 4/70J 4/70K 4/71A

Aluminium framed glazed partitions ; 10.38 laminated glazing Glazed bifold doors including all beams and solid wall above FLOORING Base Specification Creche : Carpet tiles with underlay Store : Sealed Concrete Flotex carpet with underlay including floor preparation Allowance for concrete sealer to store rooms

4/71B

Unit rate allowance for skirtings, divider strips and other ancillary items

4/71C

4/71D 4/71E 4/71F

4/71G 4/71H

4/71J 4/71K 4/71L 4/71M 4/71N 4/72A 4/72B 4/72C 4/72D

4/72E 4/72F 4/72G 4/72H

4/72J

4/73A 4/73B 4/73C

4/73D

4/73E 4/73F

4/73G

4/74A

Additional PPR Item Outdoor Deck ; Timber Decking or Modwood PARTITIONS Base Specification Wet Areas: Tiled to 1000mm high Full height twith 600x300mm gloss white tiles with minimal grout joins Store:Exposed masonry finish Painted finish Steel stud framed partition walls with insulation and plasterboard lining both sides [Length: 24] WALL FINISHES Base Specification Wall painting [Length: 24] Allowance to paint internal columns (Tree theme) CEILINGS Base Specification Creche:Suspended painted plasterboard Store: Exposed concrete ceiling Set plasterboard ceiling fixed to suspended ceiling framing Painted FC ceilings to externals Painting of plasterboard ceilings DOORS & HARDWARE Outdoor Deck: Operable solid wall that can be opened /closed as required. Laminate glazed (10.38mm thick); double leaf ; steel framed (exact size varies - approx 2000mm x 2040mm high) Doors to Office & Storage Room Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included FIXTURES Staff Office ; Shared with the Sports Hall, with space for: •First aid kit JOINERY Gymnastics Storage: Deep cupboard laminate storage FURNITURE & EQUIPMENT PA / Audio System SIGNAGE Statutory Signage by Main Contractor CLIENT SUPPLIED •Office furniture •Loose furniture items •Desktop computer •Printer Work station •3 x drawer filing cabinet •1 x round table for four people 4 x easy chair storage cupboard' Bookshelf FITOUT - ALLIED HEALTH - LEVEL 2 GENERAL Base Specification The Allied Health spaces will be located together so that the spaces can be combined into a larger tenancy if required. Additional PPR Items Warm Shell – Plasterboard unpainted Walls & Ceiling tiles. Concrete floor set down only MECHANICAL SERVICES Base Specification Mechanical Ventilation provision from a central plant to be capped off to each AHI space for fitout by Tenant HYDRAULIC SERVICES Base Specification Potable water supply capped at high level Drainage point capped off for each AHI space Additional PPR Items Separate water metering TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Base Specification

65.00 59.00

m2 m2

170.00 10.00

Note Note m2 m2

48.00

15.00

0.0%

$720.00

48.00

15.00

0.0%

720.00

0.00

97.00

580.00

0.0%

$56,260.00

97.00

580.00

0.0%

56,260.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

79.00

110.00

0.0%

$8,690.00

79.00

110.00

0.0%

8,690.00

0.00

169.00 88.00

m2 m2

15.00 56.82

0.0% 0.0%

$2,535.00 $5,000.00

169.00 88.00

m2 m2

15.00 56.82

0.0% 0.0%

2,535.00 5,000.00

0.00 0.00

171.00 97.00 268.00

Note Note m2 m2 m2

0.00 0.00 75.00 130.00 15.00

0.0% 0.0% 0.0% 0.0% 0.0%

$0.00 $0.00 $12,825.00 $12,610.00 $4,020.00

171.00 97.00 268.00

Note Note m2 m2 m2

0.00 0.00 75.00 130.00 15.00

0.0% 0.0% 0.0% 0.0% 0.0%

0.00 0.00 12,825.00 12,610.00 4,020.00

0.00 0.00 0.00 0.00 0.00

35.00

1,200.00

0.0%

$42,000.00

35.00

1,200.00

0.0%

42,000.00

0.00

1.00

2,000.00

0.0%

$2,000.00

1.00

2,000.00

0.0%

2,000.00

0.00

3.00

each

950.00

0.0%

$2,850.00

3.00

each

950.00

0.0%

2,850.00

0.00

3.00

each

600.00

0.0%

$1,800.00

3.00

each

600.00

0.0%

1,800.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Item

2,000.00

0.0%

$2,000.00

Item

2,000.00

0.0%

2,000.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

INCL INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

1.00

Electrical Distribution Board provided with single as part of Cold Shell 1 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant

1.00

Additional PPR Items 4/74B

4/74C 4/74D

4/74E

Electrical Distribution Board provided with 3-phase as part of Cold Shell 6 x DGPO point and general lighting for compliance and handover to enable fitout by the Tenant SECURITY Base Specification Security to shopfront by Tenant Additional PPR Items To Council's requirements (swipe + abloy) LIGHTING Base Specification General lighting to provide safe movement Lighting fitout by Tenant GLAZING Base Specification

4/74F

10.38 laminated Low E clear vision framed glazing with powdercoat finish

92.00

750.00

0.0%

$69,000.00

92.00

750.00

0.0%

69,000.00

0.00

4/74G

Glazed bifold doors including all beams and solid wall above FLOORING Base Specification 50mm setdown to allow for tenant fitout PARTITIONS Base Specification Internal Partitions fitout by Tenant Additional PPR Items Plasterboard unpainted Walls [Length: 23] CEILINGS Base Specification Ceiling fitout by Tenant Additional PPR Items Acoustic Ceiling tiles Metal framed grid ceilings with acoustic tiles (assume perforated metal or similar) DOORS & HARDWARE Base Specification Doors & hardware part of glazing only FURNITURE/FIXTURES & EQUIPMENT Base Specification FF&E fitout by Tenant FITOUT - CAFE

96.00

1,000.00

0.0%

$96,000.00

96.00

1,000.00

0.0%

96,000.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

100.00

0.0%

$11,700.00

100.00

0.0%

11,700.00

0.00

EXCL

4/74H

4/75A 4/75B

4/75C 4/75D

4/75E

4/75F

117.00

Note 220.00

0.00

0.0%

$0.00

120.00

0.0%

$26,400.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

$0.00

117.00

Note 220.00

Page 16 of 20

0.00

0.0%

EXCL

120.00

0.0%

26,400.00

0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

EXCL

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

4/75G

4/75H

4/76A

4/76B

4/76C

4/76D

4/76E 4/76F

4/77A

Description

4/77B

10.38 laminated Low E clear vision framed glazing with powdercoat finish

4/77C

Aluminium framed shop front glazing (full height) [Length: 10] FLOORING Base Specification 30-50mm setdown to allow for tenant fitout PARTITIONS Base Specification Internal Partitions as part of fitout WALL FINISHES Base Specification Painting to walls Painting to Columns [Number of: 1] CEILINGS Base Specification Ceiling fitout by Tenant DOORS & HARDWARE Doors & hardware fitout by Tenant FURNITURE/FIXRTURES & EQUIPMENT Base Specification FF&E fitout by Tenant Additional PPR Items Provisional Allowance for university style built-in furniture. E.G. Booths/ Loose furniture for informal community use of space. Stainless steel benches and kitchen appliances, rangehood, etc FITOUT - LEVEl 2 - MEZZANINE FITOUT - SPECTATOR MAZZANINE MECHANICAL SERVICES Additional PPR Item •Lobby Area •Staff Lunch •Managers Office •Office •Staff Meeting Room Mechanically ventilated and air conditioned or fresh air supply

4/77D

4/77E

4/77F 4/77G

4/77H 4/77J

4/77K

4/78A

4/78B

4/78C

4/78D

4/79A

4/79B 4/79C 4/79D

4/79E

4/79F 4/79G 4/79H

4/80A 4/80B 4/80C 4/80D

4/80E 4/80F 4/80G 4/80H

HYDRAULIC SERVICES Additional PPR Item Potable hot & cold-water supply to all taps Non-potable water system for flushing, irrigation and wash down purposes 1 x Cleaner’s tap to cleaner’s store Sanitary plumbing and vent piping systems As per relevant AS & BCA Standards for Plumbing & Drainage

Amenities: 300x300mm ceramic tile with matching coloured grout

4/80K 4/80L 4/80M

Mezzanine - Vinyl Office: Flotex carpet with underlay including floor preparation Allowance for sealer to storage and back of house

4/81A

Amenities - 600 x 300 ceramic tiles on tile bed, laid to falls as necessary ; including colour matched grout (supply allowance of $55/m2)

4/81B

E/O to floor waterproofing +upturns as necessary up to a 1m high

4/81C

Unit rate allowance for skirtings, divider strips and other ancillary items

4/81D

Allowance for tactiles as necessary - TGI WALLS & PARTITIONS Additional PPR Item Dry Areas: Painted plasterboard with insulation as required Allow for 50% of walls to be timber veneer wall panelling Wet Areas: 600x300mm gloss white tiles wall tiling Amenities: HMR toilet partitions – incl coat hook and lock Compact laminate as per CBC specification Spectator Area (facing courts): 1200mm High Impact resistant glass balustrade with netting above Steel stud framed partition walls with insulation and plasterboard lining both sides E/O to plasterboard lining for wetcheck boarding in wet areas CEILINGS Additional PPR Item Lobby: Suspended ceiling system - painted plasterboard Feature Cladding to underside of the mezzanine. Painted plasterboard to U/S of L03/L04 Dry Areas: Suspended ceiling system - painted plasterboard

4/81E 4/81F

4/81H 4/81J 4/81K

4/81L 4/82A

108.00 12.00

COMMS/DATA Additional PPR Item 1 x Data point to each desk 1 x MATV point 1 x Telephone point to all offices & meeting rooms Wifi throughout for Staff & Public Audio/PA system throughout (for centre announcements)

ELECTRICAL SERVICES Additional PPR Item Power: 15 x DGPO total throughout Offices , 5 x DGPO throughout other areas Lighting: Downlights to all FOH spaces , Batten lighting to all BOH spaces ,Lux levels as per AS & BCA Standards , Feature Lighting to lobby + downlights elsewhere Electrical Equipment: (Provisional Sum) : 2x TV screens , PA / Audio System SECUIRTY Additional PPR Item Swipe Access to main entry doors Intruder alarm system Intercom system CCTV monitoring system ACOUSTICS Additional PPR Item Adhere to acoustic report requirements Selected Acoustic Treatment to walls Selected acoustic treatment to ceilings GLAZING Additional PPR Item 10.38 Low E clear vision curtain wall glazing with powdercoated aluminium framing Aluminium framed glazed partitions ; 10.38 laminated glazing 3000mm high [Length: 56] 3500mm high perimeter wall to mezzanine level [Length: 79m] High impact resistant glass balustrade (1200mm high) with netting above to ceiling height (allowed where overlooking courts and gymnastics area) [Length: 114] FLOORING Additional PPR Item Slip rating to be compliant with AS & BCA Standards Easy to maintain and clean Falls to floor waste to be designed as per AS & BCA Standards Foyer : 1200x600mm ceramic tile with matching coloured grout Tiled Skirting 150mm high

Unit

380.00 1,137.00

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note Note

0.00 0.00

0.0% 0.0%

$0.00 $0.00

Note Note

0.00 0.00

0.0% 0.0%

EXCL EXCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note 65.00

•Amenities •Store Rooms •Cleaners Store Mechanically ventilated amenities and exhaust and/or fresh air supply

4/80J

4/81G

Quantity

GENERAL Nil Specification - Assumptions below MECHANICAL SERVICES Base Specification Mechanical Ventilation provision from a central plant to be capped off at the tenancy for fitout HYDRAULIC SERVICES Base Specification Potable water supply 1 x Sewer and drainage points capped or at agreed locations prior construction Separate water metering 1 x Grease arrestor connection point capped off Trade waste point TELECOMMUNICATIONS/DATA Base Specification 4 x Data points, cabled back to Comms room. Tenant to connect and install TV and Internet services as part of their Fit-out works 1 x MATV point ELECTRICAL SERVICES Base Specification Electrical Distribution Board provided with single 3-phase as part of Cold Shell - for fitout of services by the Tenant warm shell 6 x 20Amp DGPO’s to connect into the fitout 4 x DGPO to connect into the fitout SECURITY Base Specification Security to shopfront by Tenant ACOUSTICS Base Specification Adhere to acoustic report requirements Selected Acoustic ceiling treatment LIGHTING Base Specification General lighting to provide safe movement Lighting fitout by Tenant GLAZING/SHOPFRONT Base Specification

0.00

0.0%

$0.00

750.00

0.0%

$48,750.00

0.00

0.0%

0.00

750.00

0.0%

48,750.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

Note

0.00

0.0%

0.00

m2 m2

15.00 12.00

0.0% 0.0%

$1,620.00 $144.00

m2 m2

15.00 12.00

0.0% 0.0%

1,620.00 144.00

0.00 0.00

Note

0.00

0.0%

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

EXCL

$0.00

Note

0.00

0.0%

EXCL

Note

0.00

EXCL

0.0%

$0.00

Note

0.00

0.0%

EXCL

Note

EXCL

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

INCL

Note m2 m2

0.00 0.00 0.00

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

Note m2 m2

0.00 0.00 0.00

0.0% 0.0% 0.0%

0.00 0.00 0.00

Note

Note 65.00

108.00 12.00

380.00 1,137.00

0.00

0.0%

$0.00

0.00

0.0%

0.00

188.00

650.00

0.0%

$122,200.00

188.00

650.00

0.0%

122,200.00

0.00

265.00

260.00

0.0%

$68,900.00

265.00

260.00

0.0%

68,900.00

0.00

141.00

1,200.00

0.0%

$169,200.00

141.00

1,200.00

0.0%

169,200.00

0.00

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

$0.00 $0.00 $0.00

Note Note Note

0.00 0.00 0.00

0.0% 0.0% 0.0%

0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

859.00 193.00 79.00

m2 m2 m2

110.00 80.00 11.00

0.0% 0.0% 0.0%

$94,490.00 $15,440.00 $869.00

Note

859.00 193.00 79.00

m2 m2 m2

110.00 80.00 11.00

0.0% 0.0% 0.0%

94,490.00 15,440.00 869.00

0.00 0.00 0.00

7.00

150.00

0.0%

$1,050.00

7.00

150.00

0.0%

1,050.00

0.00

11.00

45.00

0.0%

$495.00

11.00

45.00

0.0%

495.00

0.00

524.00

15.00

0.0%

$7,860.00

524.00

15.00

0.0%

7,860.00

0.00

Item

2,000.00

0.0%

$2,000.00

1.00

Item

2,000.00

0.0%

2,000.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

1.00

34.00

150.00

0.0%

$5,100.00

34.00

150.00

0.0%

5,100.00

0.00

36.00

10.00

0.0%

$360.00

36.00

10.00

0.0%

360.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Page 17 of 20

Quantity Delta

Rate Delta

Apportionment & Scope Delta

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref. 4/82B 4/82C 4/82D 4/82E

4/82F

4/82G 4/82H

4/82J

4/83A

4/83B

4/83C 4/83D

4/83E

4/83F 4/83G 4/83H 4/83J 4/84A 4/84B 4/84C 4/84D 4/84E 4/84F 4/84G 4/84H 4/84J 4/84K 4/84L 4/84M

4/84N 4/84P 4/84Q 4/84R 4/85A 4/85B 4/85C 4/85D 4/85E 4/85F 4/85G 4/85H 4/85J

4/85K 4/85L 4/85M 4/85N 4/85P 4/85Q

4/85R 4/86A 4/86B 4/86C

4/86D 4/86E 4/86F 4/86G 4/86H 4/86J 4/86K 4/86L 4/86M 4/86N 4/86P 4/86Q 4/86R

4/87A 4/87B 4/87C 4/87D 4/87E 4/87F 4/87G 4/87H 4/87J 4/87K 4/87L 4/87M 4/87N 4/87P

4/87Q 4/87R 4/88A 4/88B 4/88C 4/88D 4/88E 4/88F 4/88G 4/88H 4/88J 4/88K

Description Wet Areas: Suspended ceiling system - painted moisture resistant plasterboard Set plasterboard ceiling fixed to suspended ceiling framing E/O to plasterboard ceiling for moisture resistant in wet zones Painting of plasterboard ceilings DOORS & HARDWARE Additional PPR Item

Quantity

1,137.00 7.00 1,137.00

MDF solid core leaf with metal frame, painted finish Full door hardware including: Leverset, lockset, door closers, swipe, etc Solid core door ; single leaf ; steel framed (exact size varies - approx 920mm x 2040mm high) Allowance for door hardware to all doors (all handles, locking mechanisms, plates, push bars, closers etc) - average rate of $600 per door included FIXTURES Additional PPR Item •Wall faced toilet suites •Hand basin with polished mixer tap •Mirror to hand basin area •Single roll toilet roll holder to each stall •Wall mounted paper towel dispenser •Wall mounted soap dispenser •Wall mounted Urinals to Male WC •DDA Compliant sanitary fixtures to Ambulant and accessible WC’s including grab rails Stainless steel cleaner’s sink with mixer tap JOINERY Nil Specification FURNITURE & EQUIPMENT Additional PPR Item 2 x 32-inch TV’s SIGNAGE Additional PPR Item Statutory signage: As per relevant AS & BCA Standards Wayfinding signage: (Provisional Sum) Acrylic panel with vinyl lettering, glue fixed to wall CLIENT SUPPLIED Additional PPR Item Signage for business, opening hours, phone number etc. Desk furniture incl desks and chairs Loose furniture incl bins, chairs, tables and the like. Computer and digital equipment for Recreation Centre Operational requirements SERVICES Hydraulic General Allowance for hydraulic services throughout (hot, cold, non potable waste plant an reticulation) - Outdoor taps included Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine Extra Over Allowances for certain zones Allowance for grease trap to level 1 kitchens / cafes Allowance for grease trap to level 2 kitchens / cafes BWIC Allowance for BWIC Electrical General Allowance for Power & Lighting Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine Extra over std lighting for feature lighting to the following zones (maximum design allowances for feature lighting and control) Lobby / Foyer level 1 Lobby / Foyer level 2 Lobby / Foyer Mezz Feature pendant lights to play area (childcare) Community space, kitchen & Cafe (noted noted in PPR but assume required) - L1 Community space, kitchen & Cafe (noted noted in PPR but assume required) - L2 Extra Over Allowances for certain zones E/O for power and lighting for dimmable lighting to childcare (internal spaces) & Feature lighting Allowance for additional floor boxes to health club Extra over std lighting for special high bay lighting to sport hall Extra over std lighting for special linear lighting to gymnastics Dry Fire / EWIS Allowance for smoke detection system & EWIS & PA Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine Communications Communications works including MDF and data fit to fully fitted zones & Comms connections to cold shells Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine BWIC Allowance for BWIC Fire Services General Allowance for Wet Fire Services Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe

Unit

Rate

Markup

Total

Quantity

Note

0.00

0.0%

$0.00

m2 m2 m2

75.00 10.00 18.00

0.0% 0.0% 0.0%

$85,275.00 $70.00 $20,466.00

1,137.00 7.00 1,137.00

Unit

Rate

Markup

Total

Total Cost Delta

Note

0.00

0.0%

0.00

m2 m2 m2

75.00 10.00 18.00

0.0% 0.0% 0.0%

85,275.00 70.00 20,466.00

0.00 0.00 0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

3.00

each

1,100.00

0.0%

$3,300.00

3.00

each

1,100.00

0.0%

3,300.00

0.00

3.00

each

600.00

0.0%

$1,800.00

3.00

each

600.00

0.0%

1,800.00

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

$0.00

Note

0.00

0.0%

0.00

$2,500.00

1.00

Item

2,500.00

0.0%

Note

0.00

0.0%

Note

0.00

0.0%

$0.00

1.00

Item

2,500.00

0.0%

2,500.00

0.00

Note

0.00

0.0%

0.00

Note

0.00

0.0%

0.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

150.00 100.00 100.00 100.00 100.00

0.0% 0.0% 0.0% 0.0% 0.0%

$169,800.00 $170,900.00 $35,900.00 $35,100.00 $22,200.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

150.00 100.00 100.00 100.00 100.00

0.0% 0.0% 0.0% 0.0% 0.0%

169,800.00 170,900.00 35,900.00 35,100.00 22,200.00

0.00 0.00 0.00 0.00 0.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

150.00 100.00 100.00 100.00 100.00 100.00 100.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$154,800.00 $125,700.00 $178,500.00 $69,200.00 $26,800.00 $22,000.00 $6,400.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

150.00 100.00 100.00 100.00 100.00 100.00 100.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

154,800.00 125,700.00 178,500.00 69,200.00 26,800.00 22,000.00 6,400.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,137.00

100.00

0.0%

$113,700.00

1,137.00

100.00

0.0%

113,700.00

0.00

1.00 1.00

Item Item

25,000.00 25,000.00

0.0% 0.0%

$25,000.00 $25,000.00

1.00 1.00

Item Item

25,000.00 25,000.00

0.0% 0.0%

25,000.00 25,000.00

0.00 0.00

0.03

Item

1,072,800.00

0.0%

$26,820.00

0.03

Item

1,072,800.00

0.0%

26,820.00

0.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

320.00 200.00 100.00 200.00 200.00

0.0% 0.0% 0.0% 0.0% 0.0%

$362,240.00 $341,800.00 $35,900.00 $70,200.00 $44,400.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

320.00 200.00 100.00 200.00 200.00

0.0% 0.0% 0.0% 0.0% 0.0%

362,240.00 341,800.00 35,900.00 70,200.00 44,400.00

0.00 0.00 0.00 0.00 0.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

320.00 200.00 200.00 200.00 200.00 100.00 200.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$330,240.00 $251,400.00 $357,000.00 $138,400.00 $53,600.00 $22,000.00 $12,800.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

320.00 200.00 200.00 200.00 200.00 100.00 200.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

330,240.00 251,400.00 357,000.00 138,400.00 53,600.00 22,000.00 12,800.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,137.00

200.00

0.0%

$227,400.00

1,137.00

200.00

0.0%

227,400.00

0.00

1.00 1.00 1.00 1.00

Item Item Item Item

50,000.00 50,000.00 25,000.00 15,000.00

0.0% 0.0% 0.0% 0.0%

$50,000.00 $50,000.00 $25,000.00 $15,000.00

1.00 1.00 1.00 1.00

Item Item Item Item

50,000.00 50,000.00 25,000.00 15,000.00

0.0% 0.0% 0.0% 0.0%

50,000.00 50,000.00 25,000.00 15,000.00

0.00 0.00 0.00 0.00

1.00

Item

20,000.00

0.0%

$20,000.00

1.00

Item

20,000.00

0.0%

20,000.00

0.00

1.00

Item

20,000.00

0.0%

$20,000.00

1.00

Item

20,000.00

0.0%

20,000.00

0.00

1.00

Item

30,000.00

0.0%

$30,000.00

1.00

Item

30,000.00

0.0%

30,000.00

0.00

1.00 1.00 1.00

Item Item Item

10,000.00 50,000.00 25,000.00

0.0% 0.0% 0.0%

$10,000.00 $50,000.00 $25,000.00

1.00 1.00 1.00

Item Item Item

10,000.00 50,000.00 25,000.00

0.0% 0.0% 0.0%

10,000.00 50,000.00 25,000.00

0.00 0.00 0.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

80.00 60.00 50.00 60.00 60.00

0.0% 0.0% 0.0% 0.0% 0.0%

$90,560.00 $102,540.00 $17,950.00 $21,060.00 $13,320.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

80.00 60.00 50.00 60.00 60.00

0.0% 0.0% 0.0% 0.0% 0.0%

90,560.00 102,540.00 17,950.00 21,060.00 13,320.00

0.00 0.00 0.00 0.00 0.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

80.00 60.00 60.00 60.00 60.00 50.00 60.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$82,560.00 $75,420.00 $107,100.00 $41,520.00 $16,080.00 $11,000.00 $3,840.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

80.00 60.00 60.00 60.00 60.00 50.00 60.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

82,560.00 75,420.00 107,100.00 41,520.00 16,080.00 11,000.00 3,840.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,137.00

60.00

0.0%

$68,220.00

1,137.00

60.00

0.0%

68,220.00

0.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

45.00 45.00 45.00 45.00 45.00

0.0% 0.0% 0.0% 0.0% 0.0%

$50,940.00 $76,905.00 $16,155.00 $15,795.00 $9,990.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

45.00 45.00 45.00 45.00 45.00

0.0% 0.0% 0.0% 0.0% 0.0%

50,940.00 76,905.00 16,155.00 15,795.00 9,990.00

0.00 0.00 0.00 0.00 0.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

45.00 45.00 45.00 45.00 45.00 45.00 45.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$46,440.00 $56,565.00 $80,325.00 $31,140.00 $12,060.00 $9,900.00 $2,880.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

45.00 45.00 45.00 45.00 45.00 45.00 45.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

46,440.00 56,565.00 80,325.00 31,140.00 12,060.00 9,900.00 2,880.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,137.00

45.00

0.0%

$51,165.00

1,137.00

45.00

0.0%

51,165.00

0.00

0.03

Item

3,653,810.00

0.0%

$91,345.25

0.03

Item

3,653,810.00

0.0%

91,345.25

0.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

135.00 50.00 50.00 50.00 50.00

0.0% 0.0% 0.0% 0.0% 0.0%

$152,820.00 $85,450.00 $17,950.00 $17,550.00 $11,100.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

135.00 50.00 50.00 50.00 50.00

0.0% 0.0% 0.0% 0.0% 0.0%

152,820.00 85,450.00 17,950.00 17,550.00 11,100.00

0.00 0.00 0.00 0.00 0.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

135.00 50.00 50.00 50.00 50.00 50.00 50.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$139,320.00 $62,850.00 $89,250.00 $34,600.00 $13,400.00 $11,000.00 $3,200.00

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

135.00 50.00 50.00 50.00 50.00 50.00 50.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

139,320.00 62,850.00 89,250.00 34,600.00 13,400.00 11,000.00 3,200.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

Page 18 of 20

Quantity Delta

Rate Delta

Apportionment & Scope Delta

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref.

4/88L 4/88M

4/88N 4/88P 4/88Q 4/88R 4/88S 4/89A 4/89B 4/89C 4/89D 4/89E 4/89F 4/89G 4/89H

Description Level 2M Spectators Mezzanine BWIC Allowance for BWIC Mechanical General Allowance for mechanical ventilation and air conditioning system throughout Level 1 Lobbys & Amenities Childcare Centre Allied Health Community Space Cafe & Kitchen Level 2 Lobbys & Amenities Health Centre Sports Hall Gymnastics Centre Occasional Care - Creche Allied Health - L2 Cafe Level 2M Spectators Mezzanine Extra Over Allowances for certain zones

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

1,137.00

50.00

0.0%

$56,850.00

1,137.00

50.00

0.0%

56,850.00

0.00

0.03

Item

695,340.00

0.0%

$17,383.50

0.03

Item

695,340.00

0.0%

17,383.50

0.00

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

450.00 200.00 0.00 200.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0%

$509,400.00 $341,800.00 INCL $70,200.00 INCL

1,132.00 1,709.00 359.00 351.00 222.00

m2 m2 m2 m2 m2

450.00 200.00 0.00 200.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0%

509,400.00 341,800.00 INCL 70,200.00 INCL

0.00 0.00 INCL 0.00 INCL

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

450.00 200.00 600.00 300.00 200.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

$464,400.00 $251,400.00 $1,071,000.00 $207,600.00 $53,600.00 INCL INCL

1,032.00 1,257.00 1,785.00 692.00 268.00 220.00 64.00

m2 m2 m2 m2 m2 m2 m2

450.00 200.00 600.00 300.00 200.00 0.00 0.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

464,400.00 251,400.00 1,071,000.00 207,600.00 53,600.00 INCL INCL

0.00 0.00 0.00 0.00 0.00 INCL INCL

1,137.00

200.00

0.0%

$227,400.00

1,137.00

200.00

0.0%

227,400.00

0.00

4/89J

Mechanical provision to AHI - Level 1 & Level 2 (Cold shell provision)

1.00

Item

50,000.00

0.0%

$50,000.00

1.00

Item

50,000.00

0.0%

50,000.00

0.00

4/89K

Mechanical provision to Level 1 & 2 cafe (Cold shell provision) Extra over elemental rate for upgraded loading requirements (occupancy) to sports hall Extra over elemental rate for upgraded loading requirements (occupancy) to gymnastics

1.00

Item

50,000.00

0.0%

$50,000.00

1.00

Item

50,000.00

0.0%

50,000.00

0.00

1.00

Item

100,000.00

0.0%

$100,000.00

1.00

Item

100,000.00

0.0%

100,000.00

0.00

1.00

Item

100,000.00

0.0%

$100,000.00

1.00

Item

100,000.00

0.0%

100,000.00

0.00

4/89N

Allowance for smoke louvres / management as required to sports hall

1.00

Item

80,000.00

0.0%

$80,000.00

1.00

Item

80,000.00

0.0%

80,000.00

0.00

4/89P 4/89Q

Allowance for extraction hood to community kitchen - L1 Allowance for extraction hood to community kitchen - L2 Extraction provision to childcare kitchen (equipment fit out is a provisional sum) BWIC Allowance for BWIC Vertical Transportation Lift Goods Lift - B1-L3 Passenger Lifts serving 5 floors (B2,B1,1,2,2M) BWIC Allowance for BWIC SHARED LEISURE CENTRE

1.00 1.00

Item Item

15,000.00 15,000.00

0.0% 0.0%

$15,000.00 $15,000.00

1.00 1.00

Item Item

15,000.00 15,000.00

0.0% 0.0%

15,000.00 15,000.00

0.00 0.00

1.00

Item

10,000.00

0.0%

$10,000.00

1.00

Item

10,000.00

0.0%

10,000.00

0.00

0.03

Item

3,616,800.00

0.0%

$90,420.00

0.03

Item

3,616,800.00

0.0%

90,420.00

0.00

1.00 2.00

Item No

230,000.00 200,000.00

0.0% 0.0%

$230,000.00 $400,000.00

1.00 2.00

Item No

230,000.00 200,000.00

0.0% 0.0%

230,000.00 400,000.00

0.00 0.00

0.03

Item

630,000.00

0.0%

$15,750.00

0.03

Item

630,000.00

0.0%

15,750.00

0.00

4/89L 4/89M

4/89R 4/90A

4/90B 4/90C 4/90D

Quantity Delta

Apportionment & Scope Delta

Rate Delta

SHARED LEISURE AREAS CONCRETE WORKS (YELLOW ZONES) Vertical Structure Level 1 (5750mm high) Rectangular Columns 5/1A

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 4]

15.00

460.00

-78.0%

$1,515.24

15.00

460.00

-78.0%

1,515.24

0.00

5/1B 5/1C

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 4] Circular Columns

2.63 77.00

t m2

2,370.00 150.00

-78.0% -78.0%

$1,368.79 $2,536.38

2.63 77.00

t m2

2,370.00 150.00

-78.0% -78.0%

1,368.79 2,536.38

0.00 0.00

5/1D

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Number of: 1]

7.00

460.00

-78.0%

$707.11

7.00

460.00

-78.0%

707.11

0.00

5/1E 5/1F

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns [Number of: 1] Vertical Walls

1.23 22.00

t m2

2,370.00 325.00

-78.0% -78.0%

$640.16 $1,570.14

1.23 22.00

t m2

2,370.00 325.00

-78.0% -78.0%

640.16 1,570.14

0.00 0.00

5/1G

Concrete Supply & Placement (65 MPA $310/m3 Supply) [Length: 40]

34.00

460.00

-78.0%

$3,434.54

34.00

460.00

-78.0%

3,434.54

0.00

5/1H 5/1J

Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls [Length: 40] Horizontal Structure Level 1 Suspended Slab Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Allowance for double propping/catchdeck formwork Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser Level 2 Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser Level 3 Suspended Slab (Yellow Zones as per Architectural)

5.95 230.00

t m2

2,370.00 150.00

-78.0% -78.0%

$3,096.69 $7,576.20

5.95 230.00

t m2

2,370.00 150.00

-78.0% -78.0%

3,096.69 7,576.20

0.00 0.00

267.00

380.00

-78.0%

$22,280.62

267.00

380.00

-78.0%

22,280.62

0.00

16.02 5.17 861.00 861.00 20.00 861.00

t t m2 m2 m2 m2

2,370.00 6,650.00 130.00 185.00 140.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0% -78.0%

$8,337.64 $7,549.96 $24,579.83 $34,978.99 $614.88 $945.38

16.02 5.17 861.00 861.00 20.00 861.00

t t m2 m2 m2 m2

2,370.00 6,650.00 130.00 185.00 140.00 5.00

-78.0% -78.0% -78.0% -78.0% -78.0% -78.0%

8,337.64 7,549.96 24,579.83 34,978.99 614.88 945.38

0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00

21.00

380.00

-78.0%

$1,752.41

21.00

380.00

-78.0%

1,752.41

0.00

3.68 58.00

t m2

2,370.00 150.00

-78.0% -78.0%

$1,915.26 $1,910.52

3.68 58.00

t m2

2,370.00 150.00

-78.0% -78.0%

1,915.26 1,910.52

0.00 0.00

27.00

380.00

-78.0%

$2,253.10

27.00

380.00

-78.0%

2,253.10

0.00

4.73 76.00

t m2

2,370.00 150.00

-78.0% -78.0%

$2,461.74 $2,503.44

4.73 76.00

t m2

2,370.00 150.00

-78.0% -78.0%

2,461.74 2,503.44

0.00 0.00

0.00

622.15

380.00

-50.0%

$118,208.50

622.15

380.00

-50.0%

118,208.50

0.00

37.33 12.97 2,161.00 112.00 2,161.00

t t m2 m2 m2

2,370.00 6,650.00 230.00 140.00 5.00

-50.0% -50.0% -50.0% -50.0% -50.0%

$44,234.87 $43,125.25 $248,515.00 $7,840.00 $5,402.50

37.33 12.97 2,161.00 112.00 2,161.00

t t m2 m2 m2

2,370.00 6,650.00 230.00 140.00 5.00

-50.0% -50.0% -50.0% -50.0% -50.0%

44,234.87 43,125.25 248,515.00 7,840.00 5,402.50

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00

21.00

360.00

-50.0%

$3,780.00

21.00

360.00

-50.0%

3,780.00

0.00

3.68 58.00

t m2

2,370.00 150.00

-50.0% -50.0%

$4,354.88 $4,350.00

3.68 58.00

t m2

2,370.00 150.00

-50.0% -50.0%

4,354.88 4,350.00

0.00 0.00

63.00 11.03 270.00

m3 t m2

460.00 2,370.00 220.00

-82.9% -82.9% -82.9%

$4,958.48 $4,470.71 $10,163.34

63.00 11.03 270.00

m3 t m2

460.00 2,370.00 220.00

-82.9% -82.9% -82.9%

4,958.48 4,470.71 10,163.34

0.00 0.00 0.00

0.00

0.00 0.00 0.00

44.00 7.70 146.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$3,463.06 $3,122.40 $8,118.70

44.00 7.70 146.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

3,463.06 3,122.40 8,118.70

0.00 0.00 0.00

0.00

0.00 0.00 0.00

13.00 2.28 78.00

m3 t m2

460.00 2,370.00 220.00

-82.9% -82.9% -82.9%

$1,023.18 $922.53 $2,936.08

13.00 2.28 78.00

m3 t m2

460.00 2,370.00 220.00

-82.9% -82.9% -82.9%

1,023.18 922.53 2,936.08

0.00 0.00 0.00

0.00

0.00 0.00 0.00

145.00 32.63 966.00

m3 t m2

460.00 2,370.00 220.00

-82.9% -82.9% -82.9%

$11,412.37 $13,229.67 $36,362.17

145.00 32.63 966.00

m3 t m2

460.00 2,370.00 220.00

-82.9% -82.9% -82.9%

11,412.37 13,229.67 36,362.17

0.00 0.00 0.00

0.00

0.00 0.00 0.00

74.00 12.95 316.00

m3 t m2

460.00 2,370.00 220.00

-82.9% -82.9% -82.9%

$5,824.24 $5,251.32 $11,894.87

74.00 12.95 316.00

m3 t m2

460.00 2,370.00 220.00

-82.9% -82.9% -82.9%

5,824.24 5,251.32 11,894.87

0.00 0.00 0.00

0.00

0.00 0.00 0.00

51.00 8.93 170.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$4,014.01 $3,619.15 $9,453.28

51.00 8.93 170.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

4,014.01 3,619.15 9,453.28

0.00 0.00 0.00

0.00

0.00 0.00 0.00

171.00 38.48 1,134.00

m3 t m2

460.00 2,370.00 255.00

-82.9% -82.9% -82.9%

$13,458.73 $15,601.88 $49,476.99

171.00 38.48 1,134.00

m3 t m2

460.00 2,370.00 255.00

-82.9% -82.9% -82.9%

13,458.73 15,601.88 49,476.99

0.00 0.00 0.00

0.00

0.00 0.00 0.00

51.00 8.93 225.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

$4,014.01 $3,619.15 $6,929.55

51.00 8.93 225.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

4,014.01 3,619.15 6,929.55

0.00 0.00 0.00

0.00

0.00 0.00 0.00

37.00 6.48 118.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

$2,912.12 $2,625.66 $6,561.69

37.00 6.48 118.00

m3 t m2

460.00 2,370.00 325.00

-82.9% -82.9% -82.9%

2,912.12 2,625.66 6,561.69

0.00 0.00 0.00

0.00

0.00 0.00 0.00

120.00 27.00 798.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

$9,444.72 $10,948.69 $24,576.80

120.00 27.00 798.00

m3 t m2

460.00 2,370.00 180.00

-82.9% -82.9% -82.9%

9,444.72 10,948.69 24,576.80

0.00 0.00 0.00

0.00

0.00 0.00 0.00

152.00 38.00 428.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$7,879.98 $10,149.76 $15,676.57

152.00 38.00 428.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

7,879.98 10,149.76 15,676.57

0.00 0.00 0.00

0.00

0.00 0.00 0.00

28.00

460.00

-88.7%

$1,451.58

28.00

460.00

-88.7%

1,451.58

0.00

5/1K 5/1L 5/1M 5/1N 5/2A 5/2B 5/2C 5/2D 5/2E 5/2F

5/2G 5/2H 5/2J

5/2K

5/2L 5/2M 5/2N 5/2P 5/3A 5/3B 5/3C 5/3D

5/3E 5/3F 5/3G 5/3H 5/3J 5/3K 5/3L 5/3M 5/4A 5/4B 5/4C 5/4D

5/4E 5/4F 5/4G 5/4H 5/4J 5/4K 5/4L 5/4M 5/4N

5/5A 5/5B 5/5C 5/5D 5/5E 5/5F 5/5G 5/5H 5/5J

5/5K 5/5L 5/5M 5/6A

Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (60kg/m3) D&C Post-tensioning - 6kg/m2 250mm slab - Formwork soffit Vertical face formwork for slab thickenings 251-650mm high Curing and finishing of concrete surface Fire Stairs Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply) Supply & Install Bar Reinforcement (175kg/m3) Formwork to stair soffits/stringers/treads/riser SHARED LEISURE WITH TOWER D CONCRETE WORKS (BLUE ZONE) Vertical Structure Level 1 (5750mm high) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Level 2 to Underside of Level 3 (6750mm) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls Level 3 (4750mm) Rectangular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 175kg/m3) Face Formwork to Columns Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) [ Reinforcement Bar Supply and Fix ( Reo Ratio of 225kg/m3) Face Formwork to both faces of Lift Walls SHARED LEISURE WITH TOWER E CONCRETE WORKS (ORANGE ZONE) Vertical Structure Level 1 (5750mm high) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply)

Page 19 of 20

0.00

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Bill Ref. 5/6B 5/6C 5/6D 5/6E 5/6F

5/6G 5/6H 5/6J 5/6K 5/6L 5/6M 5/6N 5/6P 5/7A

5/7B 5/7C 5/7D 5/7E 5/7F 5/7G 5/7H 5/7J 5/7K

5/7L 5/7M 5/8A 5/8B

Description Reinforcement Bar Supply and Fix ( Reo Ratio of 220kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Level 2 to Underside of Level 3 (6750mm) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply Reinforcement Bar Supply and Fix ( Reo Ratio of 220kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls Level 3 (4750mm) Circular Columns Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 250kg/m3) Face Formwork to Columns Vertical Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 220kg/m3) Face Formwork to Walls Lift Core Walls Concrete Supply & Placement (65 MPA $310/m3 Supply) Reinforcement Bar Supply and Fix ( Reo Ratio of 200kg/m3) Face Formwork to both faces of Lift Walls BLOCKWORK Level 1 Selected blockwork to underside of soffit - 5750mm [Length: 542] Allowance for wall stiffeners Level 3 Selected blockwork to underside of soffit - 5750mm [Length: 250] Allowance for wall stiffeners Level 3 Plant Room

6.16 155.00

t m2

2,370.00 220.00

-88.7% -88.7%

$1,645.33 $3,843.07

6.16 155.00

t m2

2,370.00 220.00

-88.7% -88.7%

1,645.33 3,843.07

0.00 0.00

0.00

Apportionment & Scope Delta 0.00 0.00

244.00 48.80 1,305.00

m3 t m2

460.00 2,370.00 220.00

-88.7% -88.7% -88.7%

$12,649.45 $13,034.43 $32,356.17

244.00 48.80 1,305.00

m3 t m2

460.00 2,370.00 220.00

-88.7% -88.7% -88.7%

12,649.45 13,034.43 32,356.17

0.00 0.00 0.00

0.00

0.00 0.00 0.00

176.00 44.00 500.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$9,124.19 $11,752.36 $18,313.75

176.00 44.00 500.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

9,124.19 11,752.36 18,313.75

0.00 0.00 0.00

0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 255.00

-88.7% -88.7% -88.7%

$0.00 $0.00 $0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 255.00

-88.7% -88.7% -88.7%

0.00 0.00 0.00

0.00

0.00 0.00 0.00

286.00 57.20 1,532.00

m3 t m2

460.00 2,370.00 255.00

-88.7% -88.7% -88.7%

$14,826.81 $15,278.06 $44,027.38

286.00 57.20 1,532.00

m3 t m2

460.00 2,370.00 255.00

-88.7% -88.7% -88.7%

14,826.81 15,278.06 44,027.38

0.00 0.00 0.00

0.00

0.00 0.00 0.00

130.00 32.50 354.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

$6,739.46 $8,680.72 $12,966.14

130.00 32.50 354.00

m3 t m2

460.00 2,370.00 325.00

-88.7% -88.7% -88.7%

6,739.46 8,680.72 12,966.14

0.00 0.00 0.00

0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 180.00

-88.7% -88.7% -88.7%

$0.00 $0.00 $0.00

0.00 0.00 0.00

m3 t m2

460.00 2,370.00 180.00

-88.7% -88.7% -88.7%

0.00 0.00 0.00

0.00

0.00 0.00 0.00

201.00 40.20 1,078.00

m3 t m2

460.00 2,370.00 180.00

-88.7% -88.7% -88.7%

$10,420.24 $10,737.38 $21,868.31

201.00 40.20 1,078.00

m3 t m2

460.00 2,370.00 180.00

-88.7% -88.7% -88.7%

10,420.24 10,737.38 21,868.31

0.00 0.00 0.00

0.00

0.00 0.00 0.00

3,076.00 3,076.00

m2 m2

230.00 50.00

-50.0% -50.0%

$353,740.00 $76,900.00

3,076.00 3,076.00

m2 m2

230.00 50.00

-50.0% -50.0%

353,740.00 76,900.00

0.00 0.00

1,438.00 1,438.00

m2 m2

230.00 50.00

-50.0% -50.0%

$165,370.00 $35,950.00

1,438.00 1,438.00

m2 m2

230.00 50.00

-50.0% -50.0%

165,370.00 35,950.00

0.00 0.00

0.00 0.00 0.00 0.00 0.00

Quantity

Unit

Rate

Markup

Total

Quantity

Unit

Rate

Markup

Total

Total Cost Delta

Quantity Delta

Rate Delta

4/8H

Selected blockwork to underside of soffit - 4750mm

1,086.00

230.00

-50.0%

$124,890.00

1,086.00

230.00

-50.0%

124,890.00

0.00

4/8J 4/8K

Allowance for wall stiffeners Allowance for render and paint SERVICES Hydraulic General Allowance for hydraulic services throughout (hot, cold, non potable waste plant an reticulation) - Outdoor taps included Shared Zones - L1 Shared Zones - L2 Shared Zones - L2M Shared Zones - L3 BWIC Allowance for BWIC Electrical General Allowance for Power & Lighting Shared Zones - L1 Shared Zones - L2 Shared Zones - L2M Shared Zones - L3 BWIC Allowance for BWIC Fire Services General Allowance for Wet Fire Services Shared Zones - L1 Shared Zones - L2 Shared Zones - L2M Shared Zones - L3 BWIC Allowance for BWIC Mechanical General Allowance for mechanical ventilation and air conditioning system throughout Shared Zones - L1 Shared Zones - L2 Shared Zones - L2M Shared Zones - L3 BWIC Allowance for BWIC PROVISIONAL SUMS Car Park management system Access Control system (Recreation Centre) Security System (Recreation Centre) Health club audio visual works Sports Hall audio visual work Gymnastics audio visual work Lobby L1 audio visual works, Lobby L2 audio visual works, IT Equipment including wifi to complete facility

1,086.00 223.00

m2 m2

50.00 100.00

-50.0% -50.0%

$27,150.00 $11,149.81

1,086.00 223.00

m2 m2

50.00 100.00

-50.0% -50.0%

27,150.00 11,149.81

0.00 0.00

934.00 64.00 123.00 629.00

m2 m2 m2 m2

10.00 10.00 10.00 10.00

-78.0% -78.0% -78.0% -78.0%

$2,051.06 $140.54 $270.11 $1,381.28

934.00 64.00 123.00 629.00

m2 m2 m2 m2

10.00 10.00 10.00 10.00

-78.0% -78.0% -78.0% -78.0%

2,051.06 140.54 270.11 1,381.28

0.00 0.00 0.00 0.00

5/8C 5/8D 5/8E 5/8F 5/8G

5/8H 5/8J 5/8K 5/8L 5/8M

0.00 0.00

0.03

Item

17,500.00

-78.0%

$96.08

0.03

Item

17,500.00

-78.0%

96.08

0.00

934.00 64.00 123.00 629.00

m2 m2 m2 m2

70.00 70.00 70.00 70.00

-78.0% -78.0% -78.0% -78.0%

$14,357.45 $983.81 $1,890.76 $9,668.99

934.00 64.00 123.00 629.00

m2 m2 m2 m2

70.00 70.00 70.00 70.00

-78.0% -78.0% -78.0% -78.0%

14,357.45 983.81 1,890.76 9,668.99

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.03

Item

122,500.00

-78.0%

$672.53

0.03

Item

122,500.00

-78.0%

672.53

0.00

934.00 64.00 123.00 629.00

m2 m2 m2 m2

70.00 70.00 70.00 70.00

-78.0% -78.0% -78.0% -78.0%

$14,357.45 $983.81 $1,890.76 $9,668.99

934.00 64.00 123.00 629.00

m2 m2 m2 m2

70.00 70.00 70.00 70.00

-78.0% -78.0% -78.0% -78.0%

14,357.45 983.81 1,890.76 9,668.99

0.00 0.00 0.00 0.00

0.03

Item

122,500.00

-78.0%

$672.53

0.03

Item

122,500.00

-78.0%

672.53

0.00

934.00 64.00 123.00 629.00

m2 m2 m2 m2

55.00 55.00 55.00 55.00

-78.0% -78.0% -78.0% -78.0%

$11,280.85 $772.99 $1,485.59 $7,597.06

934.00 64.00 123.00 629.00

m2 m2 m2 m2

55.00 55.00 55.00 55.00

-78.0% -78.0% -78.0% -78.0%

11,280.85 772.99 1,485.59 7,597.06

0.00 0.00 0.00 0.00

0.03

Item

96,250.00

-78.0%

$528.41

0.03

Item

96,250.00

-78.0%

528.41

0.00

0.00 0.00 0.00 0.00 0.00 0.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item Item Item Item Item

300,000.00 110,000.00 280,000.00 100,000.00 50,000.00 25,000.00 15,000.00 15,000.00 200,000.00

$300,000.00 $110,000.00 $280,000.00 $100,000.00 $50,000.00 $25,000.00 $15,000.00 $15,000.00 $200,000.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item Item Item Item Item

300,000.00 110,000.00 280,000.00 100,000.00 50,000.00 25,000.00 15,000.00 15,000.00 200,000.00

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

300,000.00 110,000.00 280,000.00 100,000.00 50,000.00 25,000.00 15,000.00 15,000.00 200,000.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.00

Item

200,000.00

$200,000.00

1.00

Item

200,000.00

0.0%

200,000.00

0.00

1.00 1.00

Item Item

90,000.00 850,000.00

$90,000.00 $850,000.00

1.00 1.00

Item Item

90,000.00 850,000.00

0.0% 0.0%

90,000.00 850,000.00

0.00 0.00

1.00

Item

180,000.00

$180,000.00

1.00

Item

180,000.00

0.0%

180,000.00

0.00

1.00

Item

175,000.00

$175,000.00

1.00

Item

175,000.00

0.0%

175,000.00

0.00

1.00 1.00

Item Item

15,000.00 40,000.00

$15,000.00 $40,000.00

1.00 1.00

Item Item

15,000.00 40,000.00

0.0% 0.0%

15,000.00 40,000.00

0.00 0.00

1.00

Item

110,000.00

$110,000.00

1.00

Item

110,000.00

0.0%

110,000.00

0.00

1.00

Item

25,000.00

$25,000.00

1.00

Item

25,000.00

0.0%

25,000.00

0.00

1.00

Item

50,000.00

$50,000.00

1.00

Item

50,000.00

0.0%

50,000.00

0.00

6/2Q 6/2S

BCA, Graphics and wayfinding signage Identification signage (including plaza entry sign, Gauthorpe entry signs and other internal) E/O to above for illuminated signage Window Blinds

1.00 1.00

Item Item

40,000.00 50,000.00

$40,000.00 $50,000.00

1.00 1.00

Item Item

40,000.00 50,000.00

0.0% 0.0%

40,000.00 50,000.00

0.00 0.00

6/3A

General loose furniture and equipment (excludes sports equipment)

1.00

Item

50,000.00

$50,000.00

1.00

Item

50,000.00

0.0%

50,000.00

0.00

6/3C 6/3D 6/3E 6/3G 6/3J

Spectator seating to sports hall Bench seating to changing rooms Reception counters (other than childcare) Lunch room and crèche kitchenette Childcare outdoor play sand pits

1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item

10,000.00 50,000.00 40,000.00 10,000.00 10,000.00

$10,000.00 $50,000.00 $40,000.00 $10,000.00 $10,000.00

1.00 1.00 1.00 1.00 1.00

Item Item Item Item Item

10,000.00 50,000.00 40,000.00 10,000.00 10,000.00

0.0% 0.0% 0.0% 0.0% 0.0%

10,000.00 50,000.00 40,000.00 10,000.00 10,000.00

0.00 0.00 0.00 0.00 0.00

6/3K

University style built in furniture to com (booths, loose furniture for community use of space, stainless steel benches and kitchen appliances

1.00

Item

60,000.00

$60,000.00

1.00

Item

60,000.00

0.0%

60,000.00

0.00

1.00

Item

45,000.00

$45,000.00

1.00

Item

45,000.00

0.0%

45,000.00

0.00

1.00

Item

100,000.00

$100,000.00

1.00

Item

100,000.00

0.0%

100,000.00

0.00

1.00

Item

100,000.00

$100,000.00

1.00

Item

100,000.00

0.0%

100,000.00

0.00

1.00

Item

150,000.00

$150,000.00

1.00

Item

150,000.00

0.0%

150,000.00

0.00

1.00

Item

50,000.00

$50,000.00

1.00

Item

50,000.00

0.0%

50,000.00

0.00

1.00

Item

500,000.00

$500,000.00

1.00

Item

500,000.00

0.0%

500,000.00

0.00

5/8N 5/8P 5/8Q 5/9A 5/9B

5/9C 5/9D 5/9E 5/9F 5/9G 6/1A 6/1D 6/1F 6/1J 6/1K 6/1L 6/1P 6/1Q 6/1T 6/1V 6/1X 6/2A 6/2C 6/2E 6/2F 6/2G 6/2J 6/2L 6/2N

6/3L 6/3N 6/3Q 6/3U 6/4B 6/4C

Childcare Centre Fit-out works (joinery, fixtures & fitting, AV) - excludes loose / client supply items, beds, play equipment and the like Childcare commercial kitchen fit out full (kitchen joinery separate) Health Club fit-out, loose furniture and equipment (fully kitted out) Sports Hall sports equipment (goal posts, separating nets, basketball hoops etc) Gymnastics hall equipment (horizontal bars, trampoline. wall hung bars, sprung floor, run up sprung floor, balance beams etc) Gymnastics / Sports hall storage joinery Electronic scoreboard FF&E to amenities and changing rooms (includes all sanitaryware, mirrors, toilet roll holders, paper towel dispensers and the like)

Parents room fit out (Changing tables, benches, breastfeeding room equipment, children's play zone etc) Handrails and metalwork Joinery fit out and equipment to community cafe (Previous Cafe Allowance) - L1 Community Kitchen fit out (benches, appliances etc) - does not include for a commercial kitchen - L1 Provisional sum for Green wall comprising wired frame for vines and planting (childcare centre terrace) ; vines and planting measured elsewhere Acoustic Treatment throughout EXTERNAL WORKS

0.00

7/1A

Soft Landscaping - Northern Frontage

1.00

Item

8,000.00

0.0%

$8,000.00

1.00

Item

8,000.00

0.0%

8,000.00

0.00

7/1B 7/1C 7/1D 7/1E

Hard Landscaping - Northern Frontage Fencing - Northern Frontage Planter Boxes - Northern Frontage Kerbs & Gutter - Northern Frontage EXTERNAL SERVICES Allowance for service connections for items specific to the Leisure Centre (sewer, stormwater, electrical, etc.) Contribution towards substation and HV works (based on GFA assessment of non parking areas. T CONSULTANT FEES Provision for consultants DA LODGEMENT/AUTHORITY FEES

1.00 1.00 1.00 1.00

Item Item Item Item

160,000.00 12,000.00 20,000.00 22,500.00

0.0% 0.0% 0.0% 0.0%

$160,000.00 $12,000.00 $20,000.00 $22,500.00

1.00 1.00 1.00 1.00

Item Item Item Item

160,000.00 12,000.00 20,000.00 22,500.00

0.0% 0.0% 0.0% 0.0%

160,000.00 12,000.00 20,000.00 22,500.00

0.00 0.00 0.00 0.00

1.00

Item

220,000.00

0.0%

$220,000.00

1.00

Item

220,000.00

0.0%

220,000.00

0.00

1.00

item

255,000.00

0.0%

$255,000.00

1.00

item

255,000.00

0.0%

255,000.00

0.00

1.00

Item

3,100,839.00

0.0%

$3,100,839.00

1.00

Item

3,100,839.00

0.0%

3,100,839.00

0.00

10/1A

DA Application Fee

1.00

Item

299,181.00

-83.0%

$50,860.77

1.00

Item

299,181.00

-83.0%

50,860.77

0.00

10/1B

Referral of DA to the design review panel

1.00

Item

30,000.00

-83.0%

$5,100.00

1.00

Item

30,000.00

-83.0%

5,100.00

0.00

10/1C

Long Service Levy PRELIMINARIES/OVERHEADS/MARGIN

1.00

Item

185,583.55

0.0%

$185,583.55

1.00

Item

185,583.17

-0.38

449.66

10.52

-460.56

11/1A

Allowance for Preliminaries/OH/Margin

21.00%

Item

53,023,871.28

0.0%

$11,135,012.97

21%

Item

53,023,763.10

11,134,990.26

-22.71

26,979.85

631.05

-27,633.61

67,501,136.30 67,501,136.30

-131.28 -131.28

155,904.96 155,904.96

3,646.57 3,646.57

-159,682.81 -159,682.81

8/1A 8/1B 9/1A

Subtotal Total

$67,501,267.57 $67,501,267.57

Page 20 of 20

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

EXTENSION OF SLAB FOR EGRESS ACCESS - 4 Aug 2020 Bill Ref.

Description

Billbergia / Mitchell Brandtman - 4 August 2020 Quantity Unit Rate Markup Total

Demolition Allowance to saw cut/demolish capping beam and part of shoring wall - up to 2m (25m)

50.00 m2

$800.00

0.00

$40,000.00

Concrete Supply & Pump & Placement to slabs (40 MPA $260/m3 Supply)

21.00 m3

$380.00

0.00

$7,980.00

Concrete Supply & Pump & Placement to beams (40 MPA $260/m3 Supply)

54.00 m3

$380.00

0.00

$20,520.00

1.26 t 8.10 t 0.15 t m2 m2 50.00 m2 84.00 m2

$2,370.00 $2,370.00 $6,650.00 $0.00 $0.00 $150.00 $5.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

$2,986.20 $19,197.00 $997.50 NA NA $7,500.00 $420.00

25.00 m 300.00 m2

$2,250.00 $125.00

0.00 0.00

$56,250.00 $37,500.00

10.00 No

$600.00

0.00

$6,000.00

0.05 Item

$199,350.70

0.00

$8,970.78

0.21 Item

$208,321.48

0.00

$43,747.51 $252,068.99

Suspended Slab

B Class Hoarding Allowance for B Class Hoarding including steel posts Allowance for formwork plywood to enclose three sides of hoarding and painted (Assume 3x3x3m) Allowance for lighting - T3 10 Lights

Design Allowance for 5%

Preliminaries & Margin Allowance for 21% Total (Excl GST)

26390 - Rhodes Recreation Centre VPA Cost Plan - 4 August 2020.xlsx

Ref: 19072-006-Peer Review Response

1st July 2020 Attention: Mr. Bill McGarry Billbergia Suite 101, 25 Angas St Meadowbank NSW 2114 Dear Bill, RE:

34 Walker St, Rhodes – Response to Mott McDonald Peer Review

ABC Consultants have been engaged to complete the design for the structure of the new development at 34 Walker St, Rhodes by Billbergia Group for the items designed and documented on our structural plans. On Monday 29th June, we received a report from Mott McDonald titled “Rhodes Recreation Centre Cost Plan Review” dated 26/6/20 Rev B which is attached in Appendix A. Our review of this report is summarized below but fundamentally, the DA scheme for the two residential towers is reduced from that reviewed by Mott McDonald (MM). The current drawings provide spatial allowance for the potential future increase in heights of the two towers so that the architectural planning can incorporate these larger structural elements. For the currently approved DA structure please refer to Appendix B for a copy of the DA scheme structural sizes for the vertical elements of the two towers. •

Item 4.1.1.1 – Tower Columns

Please refer to the DA scheme column sizes in Appendix B, typically these are one size larger than the proposed MM sizes, this is often the case for Billbergia projects as they use thicker floors to avoid folds at wet area setdowns and the use of precast balustrades etc. •

Item 4.1.1.2 – Podium Columns

If we use the MM numbers then can get a 500x500 Column to work which equates to a 1000x250 column, hence when compared to the documented 1000x600 column then would mean a revised apportionment of 58%. Our understanding is that an agreement of 50% apportionment has been reached which we agree with as it will vary between every column. •

Item 4.1.1.3 – Multi-court Columns

Agree that these columns could be transferred at the underside of the B2 slab and hence not continue down to the footings, however this would add additional transfer beams to each of these columns which could end up being quite deep given the high loads that these columns support. Hence a check would need to be undertaken on the depth of transfer and its implications with respect to head heights in B3 and then the increase in loads to the adjoining columns which may increase their size and respective footings. Regarding the apportionment of loads, we recommend that by using the DA scheme sizes as shown in Appendix B that the apportionment then stays as per the current agreements. •

Item 4.1.2 – Goods Lift

The walls need to be a minimum 250 thk for the loads applied but given the close proximity to the tower columns then we have allowed for some interaction and hence load sharing and as a result have nominated the 300 thk walls. Agree that a transfer could be adopted at B2 but this transfer may end up deeper than the 800mm as a result of the possible tower interaction with the nearby columns which would affect head heights below the transfer.

ABC Consultants Pty Ltd  ABN 96 164 574 814 Suite 1, 1 Bakehouse Lane, Bakehouse Quarter, North Strathfield NSW 2137  PO Box 3339, North Strathfield NSW 2137 Phone: (02) 9746 9201  fax: (02) 9746 9207  email: info@abc-consultants.com.au  www.abc-consultants.com.au

•

Item 4.2 – Horizontal Load Resisting Elements

Agree regarding the outriggers, they are not required as part of the DA scheme in Appendix B and hence should not be included in the costs. For the tower core walls, the DA scheme has 450 thk core walls for Tower E and it has 300 thk core walls for Tower D which are both similar or reduced from the wall thicknesses nominated by MM. •

Item 4.4.1 – Level 4 Transfer

These transfer beams are not part of the costing but the extra depth is for buildability reasons. •

Item 4.4.2 – Goods Lift Transfer

Refer to response to Item 4.1.2 •

Item 4.5.1 – Level B2 to Level 4

The L1 and L2 band beams are thicker than possibly otherwise required for a number of reasons, fundamentally we have designed both these floors for a live load of 15 kPa to allow for future usage, floor toppings, additional suspended elements that might be hung from the underside of L2 as part of major displays, vehicular access and also as part of the initial slab vibration analysis undertaken for L2. We have also allowed for these floors to have a higher load capacity to greatly reduce the amount of propping otherwise required to form and pour the Level 4 roof beams. As a result, the propping for these beams only needs to extend down to the L1 slab and not deep into the basement levels as otherwise might be required.

If you have any questions regarding the above, please do not hesitate to contact the undersigned. Yours Faithfully

Ryan Campbell BE(Hons), BSc, MEngSc, MIABSE, APEC Engineer IntPE(Aus) FIEAust, CPEng, NER, RPEQ Director

-2-

Appendix A – Mott McDonald Report

-3-

Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review June 2020

Mott MacDonald 383 Kent Street Sydney NSW 2000 PO Box Q1678 QVB Sydney NSW 1230 Australia T +61 (0)2 9098 6800 mottmac.com

Andrei Gudas City of Canada Bay 1a Marlborough St Drummoyne NSW 2047

Rhodes Recreation Centre Cost Plan Review Structural Review June 2020

Mott MacDonald Australia Pty Limited is a subsidiary of Mott MacDonald International Limited. Registered in Australia, ABN 13 134 120 353

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

Issue and Revision Record Revision

Date

Originator

Checker

16/06/2020

Angela Ho

Alex Been

Approver

Description Draft – Preliminary findings for City of Canada Bay Review

26/06/2020

Angela Ho

Alex Been

Final Report

Document reference: 419977 | 01 | B - Rhodes Recreation Centre - Structural Cost Plan Review Information class: Standard This document is issued for the party which commissioned it and for specific purposes connected with the abovecaptioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties. This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it. This report has been pr epared sol ely for us e by the party whic h c ommissi oned it (the ‘Client’) i n c onnecti on with the capti oned proj ect. It should not be used for any other purpos e. N o person other than the Client or any party who has ex pressly agreed terms of r eliance with us (the ‘Reci pient(s)’) may rely on the c ontent, i nformati on or any vi ews ex press ed i n the repor t. W e acc ept no duty of c are, res ponsi bility or liability to any other r eci pient of thi s doc ument. T his r eport is confi denti al and c ontains pr opri etary intell ectual property. No representati on, w arranty or under taki ng, expr ess or im plied, is made and no res ponsi bility or liability is acc epted by us to any party other than the Cli ent or any Reci pient(s), as to the acc uracy or com pleteness of the i nformati on c ontai ned i n this r eport. For the av oidance of doubt this r eport does not in any w ay purport to i nclude any legal , insur anc e or fi nanci al advic e or opi nion. We dis claim all and any liability w hether arising i n tort or c ontrac t or otherwise whic h it might otherwise have to any party other than the Cli ent or the Reci pient(s), in r es pect of this report, or any information attri buted to i t. We accept no r esponsibility for any error or omission i n the r eport w hich is due to an error or omis sion i n data, information or statem ents s upplied to us by other par ties incl udi ng the client (‘D ata’). We hav e not i ndependently v erified suc h D ata and hav e assum ed it to be acc urate, com plete, reli abl e and current as of the date of s uch inform ation. Forec asts pres ented i n this docum ent w ere pr epared usi ng Data and the report is dependent or bas ed on D ata. Inevitably, s om e of the ass umptions us ed to dev elop the for ecasts will not be realised and unantici pated ev ents and circumstances m ay occ ur. C ons equently M ott MacDonal d does not guarantee or warr ant the c oncl usi ons contained i n the repor t as there are likely to be differ enc es betw een the for ecas ts and the ac tual result s and those di ffer ences may be m aterial. Whil e w e c onsi der that the inform ation and opini ons given i n this r eport are sound all parti es m ust rely on their ow n skill and j udgement when m aking us e of it. Under no circums tanc es m ay this report or any extr act or s ummary ther eof be us ed in c onnection wi th any public or private sec urities offering i ncluding any rel ated mem orandum or pros pectus for a ny s ec urities offering or stock exc hange listing or announc ement.

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

Contents Executive summary

Introduction

1.1 1.2 1.3

2 2 2

Information Provided Scope of Review Limitations of Review

Structural Description

Review Methodology

3.1

5 5 5

General 3.1.1 3.1.2

Units References

Review Comments

4.1

6 6 7 7 8 8 8 8 8 8 8 9 9 9

4.2 4.3

4.4

4.5

Vertical Load Bearing Elements 4.1.1 Columns 4.1.2 Goods Lift Horizontal Load Resisting Elements Foundations 4.3.1 Allowable Bearing Pressure 4.3.2 Raft Footings 4.3.3 Pad Footings Transfer Structures 4.4.1 Level 4 Transfer 4.4.2 Goods Lift Transfer Floor Structures 4.5.1 Level B2 to Level 4 4.5.2 Level 4 resizing for typical carpark grid spans

Sketch 01

Column Review

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

Executive summary The City of Canada Bay has commissioned Mott MacDonald to undertake a structural review for the design and cost analysis of the Rhodes Recreation Centre within the Billbergia Group development at 34 Walker Street, Rhodes. The development structure has been designed and documented by ABC Consultants. This structural review has been based on “For Information” documentation by ABC Consultants and the “Rhodes Recreation & Community Centre VPA Concept Costing Package” by Billbergia. The purpose of the review is to provide assessment of the proposed structural member sizes of the full development (including 2 high rise residential towers), the structural sizes of an equivalent 6-storey Recreation Centre and the resulting apportionment of structural quantities. The conclusion of the review is that several elements of the load bearing structure are oversized within the footprints of the 2 towers for 6 basement levels, 21-storeys and 35-storeys for Tower D and Tower E respectively. In summary: • • • • •

•

Some columns in Tower D and E have very low utilisation rates - as low as 35% utilisation in some columns. These columns can be reduced to 50-60% of documented sizes. The foundations are generally within what would reasonably be expected of a design at this stage. The proposed floorplate structures from B2 to L4 are generally reasonable. Band beams in the L1 and L2 podium areas are oversized for the expected loading and would require further clarification from ABC Consultants of their design approach (which may be governed by limits on floor vibrations). The lateral load-resisting system provided by large building cores in Tower D and Tower E, frame action of columns and outrigger walls, and shear walls provide adequate stability for the high rises. However we note that outrigger walls and columns would not be required for a 6-storey recreation centre of the same building footprint. For the purpose of apportioning we note that: • Column the size required for a column founded at Basement B6 and supporting four floors – B5, B4, B3, and L4 would be 350 x 1000mm. This is 58% of the documented size (600mmx1000mm) which supports 9 floors including the Recreation Centre. A typical floor to floor height of 3000mm is assumed. • The level 4 banded slab supporting landscape loads on a typical column grid of 8.4m by 8.4m would be a 250mm PT slab spanning between 450mm deep by 3200mm band beams. • The Level 4 flat slab design approach for a landscaped area on a 8.4m x 8.4m column grid would be 300mm thick slab with 2400mm x 2400mm x 500mm deep drop panels at each column.

Mott Macdonald has made some recommendations and corrections to some inconsistencies in Billbergia’s apportionment methodology which should be considered by the designers/developer to reach a fair apportionment ratio between the City of Canada Bay and the developer.

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

1 Introduction A high-level structural review of the building consisting of towers (21 stories and 35 stories above ground and 6 levels of basement) was undertaken. The following sections outline the structural review undertaken on structural elements of the development including columns, core walls, footings and floor structure.

1.1

Information Provided

The following information was provided by the City of Canada Bay for the review: • • • •

1.2

Structural drawings prepared by ABC Consultants dated 03.04.2020 RRC VPA Concept Proposal by Billbergia Group dated 07.05.2020 RRC VPA Revised Concept Summary by Billbergia Group dated 18.05.2020 Cost Plan Timeline Summary dated May 2020

Scope of Review

A briefing/kick-off meeting was held on 25th May 2020 by Andrei Gudas. It is understood that the scope of works to be as follows: • • • • • • • •

1.3

B2 to L4 Column rundown and preliminary sizing of columns based on 6 storeys; Preliminary sizing check of pad footings based on a 6-level structure (the rec centre); Schematic span/depth ratio check on B2 to L3 floor plates; Check of the podium level L4 structural layout based on a typical 8.4m x 8.4m carpark grid + landscaping loads; Static wind/Earthquake (spreadsheet) and core wall dimension check on Tower D and E. Proposed method of measurement of apportionment. Column loads, footing loads and wall loads. Review on B2 to L4 structural drawings (marked up preliminary footing/column/slab/wall sizes);

Limitations of Review

In carrying out this review the following limitations are noted • • • • • • • • • •

This is not a peer review of the structure of the development. Only key structural elements between the apportioned levels B2 to L4 have been identified and reviewed in this report. No quantitative assessment (detailed design check) of adequacy of structural members including slabs, beams, walls, columns etc. has been made. No review of steel tonnages has been carried out. No review of PT drapes, anchorages, congestion, crack control per typical floor has been carried out. No review of PT ducts and column reinforcement interface per typical floor has been carried out. No footfall vibration analysis per typical floor has been performed. Structural steel for primary roof structures and purlins has not been reviewed. Façade elements have not been reviewed. No design verification has been undertaken.

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

• • •

No assessment of the geotechnical adequacy of foundations has been made. No assessment of settlements or ground deformations has been made. No detailed assessment of the core stability elements has been made.

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

2 Structural Description The development consists of 2 residential towers combined with a multi storey car park/podium structure and the Rhodes Recreation Centre. The building structure typically comprises of post tensioned slabs supported by reinforced concrete columns and walls. The columns and core walls are founded on pad footings and raft footings down to rock. Stability is provided by a combination of the large cores and frame action of the columns, outrigger walls and slabs. A structural review on the building consisting of 2 towers (21 stories and 35 stories above ground and 6 levels of basement) was undertaken at a high level. The following sections outline the structural review undertaken on structural elements of the development including columns, core walls, footings and floor structure.

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

3 Review Methodology 3.1

General

The review outlined in this report was conducted by assessing the scheme, layout and size of structural members, constructability and detailing against industry best practice and our experience on similar projects. All comments have been provided with a number for ease of reference. 3.1.1

Units

Unless noted otherwise, all calculations shall be in S.I. units. Units of stress for concrete and steel shall be in MPa and loading intensity kPa. Loads shall be given in kN and kNm. 3.1.2 • • • •

•

References AS/NZS 1170.0:2002 – Structural Design Actions: General Principles AS/NZS 1170.1:2002 – Structural Design Actions: Permanent, Imposed and Other Actions AS/NZS 1170.2:2011 – Structural Design Actions: Wind Actions AS 1170.4:2007 – Structural Design Actions: Earthquake Actions in Australia AS 3600:2018 – Concrete Structures

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

4 Review Comments 4.1 4.1.1

Vertical Load Bearing Elements Columns

Columns have been documented as reinforced concrete columns which is consistent with construction practices in Sydney for buildings of this nature. Columns above Podium Level 4 has not been reviewed and drawings relating to those levels have only been used to determine geometries and areas for assessing columns from B2 to L4. 4.1.1.1

Tower Columns

A column load takedown across the building footprints of Tower D and Tower E and the podium connecting the two towers was undertaken. See Appendix A Sketch 01 for columns marked up. Columns under Tower D and Tower E were found to be oversized by 50-60% at B2 based on total loads including 21 stories above ground at Tower D and 35 stories above ground at Tower E. We note that the structural drawings provided document Towers D and E for 9 levels of basement, Tower D up to 38th floor and Tower E to 56th floors. ABC Consultants drawings S02.470 – Level 38 Floor Plan and S04.010 to S04.018 Wall Elevations Sheet 1 to 9 show a significantly higher number of stories than the 21 and 35 stories from Billbergia’s apportionment documentation. 4.1.1.2

Podium Columns

Mott MacDonald also considered column sizes required for a 6-storey building servicing only the Rhodes Recreation Centre floors (B2 to L4). Considering the long column floor to floor heights and the same floor loads, columns can be resized to 22% to 53% of the documented column sizes in Tower D and 15% to 22% of the documented column sizes in Tower E. Podium column sizes and concrete strengths are within what would reasonably be expected for the floor loads and spans. Mott MacDonald has considered column sizes required for a column founded at Basement B6 and supporting 4 floors – B5, B4, B3, and L4. A typical floor to floor span of 3000mm is assumed and associated loads from the Recreation Centre from B2 to L3 is omitted. The column size required for supporting 4 floors would be 350mm x 1000mm. The column size is 58% of the documented size (600mm x 1000mm) which supports 9 floors including the Recreation Centre. The ratio of recreation centre apportionment based on column size would therefore be 42% from B6 to B3. 4.1.1.3

Multi-court Columns

Six 800mm diameter columns East of Gridline F support the landscaped podium Level 4 above the multi-courts on level 2 and continues down through the Recreation Centre and basement levels to the foundation. The purpose of these columns was to clear the multi-courts and they are in addition to columns required for basement carpark floors to be supported. If these columns were removed in the levels under B1, the floor and column designs of those levels would be unchanged.

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

Detailed summary of reduced column sizes and column sizes based on 6 storey design is shown in Appendix B. Reductions and comparisons were made only to column dimensions with concrete strengths as documented in ABC Consultants drawings. Mott MacDonald suggest that the apportionment of columns should be based on the total number of levels it supports and the number of levels relating to the Recreation Centre. The total number of documented levels on Tower D is 38 levels above ground and 8 basement levels resulting in a total of 46. The total number of documented levels on Tower E is 56 levels above ground and 8 basement levels resulting in a total of 64. The associated apportionment would therefore be 13% for Tower D columns and 9.3% for Tower E columns. Mott MacDonald suggest that further clarification from Billbergia and ABC Consultants is needed on design loads of the columns. This is to clarify whether the design has incorporated more than the 21 and 35 storey towers which the oversizing of columns suggest. 4.1.2

Goods Lift

The goods lift services levels B2 to L3 and the lift walls span from B2 to underside of L4. The lift walls are 300mm thick and are supported on columns from B6 to B2 on each corner of the walls. No concrete strengths were provided for the goods lift walls. Assuming a concrete strength f’c = 40MPa (same specification as the concrete slab) the walls are thicker than what would be expected for the floor loads, spans and machine loads typical for a 6storey goods and passenger lift carrying a rated load of 2100kg. 200mm thick walls at 40MPa concrete strength would be adequate for the loads mentioned. Column spans are relatively short adjacent to the goods lift. Mott MacDonald would recommend investigating a transfer element at B2 in order to eliminate the added columns below. See Section 4.4 Transfer Structures for further comments.

4.2

Horizontal Load Resisting Elements

Outrigger walls are used at level 2-4 on Tower E. The outrigger walls would not be required for building stiffness for a 6-storey building. There would also be little effect on the dimensions of the cores and need for outrigger systems and the like if the 6-storey centre was removed from the scheme. It is understood from Billbergia’s apportionment summary that these walls would be apportioned as per the same methodology applied on Columns. We suggest that shear walls part of the lateral system to resist lateral wind and seismic actions should not be apportioned as part of vertical load bearing element’s apportionment ratios. Tower D and Tower E main core walls are 600mm thick and documented at 100MPa concrete strength. We suggest these walls are substantially thicker than what is required for horizontal ultimate wind loads imposed on the 21 and 35 storey towers. Based on preliminary overturning moments from ultimate wind loads, horizontal shear loads from lateral loads and accumulated vertical loads from supporting each floor, Mott MacDonald has assessed that 400mm thick core walls would be sufficient for resisting lateral and vertical loads in Tower D and E. We recommend that further clarification from Billbergia and ABC Consultants is needed to confirm design heights of the towers and the lateral system

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

4.3 4.3.1

Foundations Allowable Bearing Pressure

Geotechnical information (such as load bearing capacities of founding material) was not provided. It is assumed that foundation material is to be sandstone SSTI/II as shown on structural drawings S01.111 to S01.114 shoring elevation and sections. Allowable bearing pressure is assumed to be 6000kPa. 4.3.2

Raft Footings

Raft footings under Tower D and Tower E core walls have been checked for sliding and overturning actions under ultimate wind loads and seismic actions. This was assessed through a static spreadsheet analysis on the major and minor axis of the towers based on the documented building dimensions and 21 and 35 storey towers. The 2000mm thick raft slab length and width dimensions appears to be adequate for maximum bearing actions under the raft slab for Tower D core supporting 21 stories above ground and Tower E core supporting 35 stories above ground. No structural assessment has been made on the raft slab thickness as no concrete strengths has been documented for the foundations. 4.3.3

Pad Footings

Pad Footings under Carpark/Podium, Tower D and Tower E columns have been checked for maximum bearing under vertical loads. The length and width dimensions are appropriate for the loads and column dimensions. No structural assessment has been made on the pad footing thickness as no concrete strengths has been documented for the foundations.

4.4 4.4.1

Transfer Structures Level 4 Transfer

Mott MacDonald has assessed the transfer beam that occurs at Level 4 in Tower D. The 1800mm deep transfer beam shown on the ABC Consultants drawings is deeper than what would be expected to transfer 17 storeys above Level 4 with the available vertical supports. Mott MacDonald has assessed that a 1500D transfer beam to be appropriate for the transferred loads. 4.4.2

Goods Lift Transfer

Mott MacDonald has assessed the transfer structure required to support the Goods Lift from at B2. An 800mm deep transfer beam and slab would be adequate to transfer the goods lift loads to adjacent columns. This is based on preliminary 1-dimensional strip analysis on slabs and beams. Further investigations on the entire floorplate in a 2-dimensional floor plate analysis may yield a shallower transfer element.

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

4.5 4.5.1

Floor Structures Level B2 to Level 4

Mott MacDonald has reviewed the slab and beam spans in the carpark and podium structure between Grid Line C and J on levels B2 to L4. The B2 floor structure (typical for all carpark levels in this development) and B1 loading dock structure is reasonably dimensioned for typical carpark floor loads and loading dock floor loads. The L1 and L2 band beams are deeper than required to support community and recreation floor loads. 900mm deep band beams are documented in ABC Consultants drawings. Mott MacDonald consider 500mm deep band beams to be adequate for spanning the column spans as documented. The L4 podium floor structure spans over the multi courts on L2, hence the beams are significantly deeper than the L1 and L2 band beams. Landscaping loads allowing for up to 1200mm deep soil was considered for level 4 floor structure. The 1500mm deep beams documented in ABC Consultants drawings are reasonably sized for the spans and floor loads. 4.5.2

Level 4 resizing for typical carpark grid spans

Mott MacDonald has assessed a typical column grid of 8.4m by 8.4m (as documented in carpark levels B6 to B2) and shown the floor structure required in Sketch 01 attached. The PT slab spanning between band beams is 250mm thick and same as the documented slab depth by ABC Consultants. The band beams required to span an 8.4m x 8.4m column grid are 450mm deep by 3200mm wide. Mott MacDonald has also assessed a flat slab approach for a landscaped area on a 8.4m x 8.4m column grid. A 300mm thick slab with 2400mm x 2400mm x 500mm deep drop panels at each column is required to span the 8.4 by 8.4 grid. ABC Consultants design is reasonable for a floor structure which spans a greater length of the multi courts. Mott MacDonald suggests cost apportionment of the floor structure to be the difference between the documented floor structure and the required floor structure for a 8.4m x 8.4m column grid. This would be 1500mm minus 450mm for the band beam structural depth.

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

A. Sketch 01

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

PF4

PF1

D-C19

PF4

D-C34 P-C25

D-C35

PF3

PF4 PF4

PF4

D-C38

PF4

E-C48 Column arrangement is not consistent with what is shown on B9 to B6

PF3 PF1

PF4

PF4 PF3

PF1

D-C55

PF5

PF4

PF1

PF4

PF1

Raft Slab is not consistent with walls shown on B9 to B6

3 PF5

PF1 PF4

PF4

Raft Slab is not consistent with walls shown on B9 to B6

PF2

PF4

PF4 PF1

PF4

E-C80

PF1

PF4

2000 PF5

PF2

PF4

PF1

PF4

Column arrangement is not consistent with what is shown on B9 to B6

PF4

PF1

P-C88

SF1

P-C84

PF4

1000

SF1

2000

E-C92

PF4

PF2 PF4

PF4

PF4 PF2

PF1

PF1 PF1

1500

PF4

PF1

PF3

PF1

PF1 PF4

PF4

PF3

PF2

PF4 PF3

PF6

PF4

PF3

PF4 PF4

PF4

PF2

PF4

PF4 PF4

PAD FOOTING SCHEDULE

PF4

LENGTH

WIDTH

DEPTH

MARK

WIDTH

DEPTH

PF1 PF2 PF3 PF4 PF5 PF6

2400 2000 1800 1500 2000 2400

2400 2000 1800 800 1200 1200

1500 1500 1500 800 800 800

SF1

800

700

PF4

GENERAL NOTE: Column arrangement is not consistent with what is shown on B9 to B6

STRIP FOOTING SCHEDULE

MARK

PF4

APPENDIX A 419977STSK01 B2 to L4 Structural Comments A.Ho 16.06.2020 Sheet 1 of 8

CONSTRUCTION CERTIFICATE NOT FOR CONSTRUCTION P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

P01 REV

01.10.19 27.09.19 DATE

ISSUED FOR CONSTRUCTION CERTIFICATE ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

KS KS BY

RHODES STAGE 2 DEVELOPMENT

abc CONSULTANTS

34 WALKER STREET RHODES NSW

structural & civil engineers

DRG NUMBER:

JOB NUMBER:

PROJECT:

19072 DESIGNED BY:

S02.010 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

September.2019

TITLE: DRAWN BY:

FOUNDATION PLAN

SIZE:

SCALE:

1:100 @ A0

REV:

P02

1/10/2019 4:17:31 PM

PF4

13 -2 1

12 -2 1

11 -2 1

10 -2 1

07 -2 1

09 -2 1

08 -2 1

D-C19 15 -2 1 BC

14 -2 1 BC

30 -0 6 BC

32 -2 1 BC

31 -2 1

PMJ

250 PT E-C48

POUR 2 BC

51 -2 1

52 -2 1

48 -1 0 BC

47 -1 0

46 -7 3

TYPE W04

45 -2 1

44 -2 1 BC

43 -0 9 BC

42 -2 1 BC

41 -2 1

40 -2 2

39 -2 1 BC

37 -0 2

38 -0 6

POUR 6

TMJ

CORBEL

35 -1 0 BC

250 PT 33 -2 1

34 -0 2 BC

29 -0 8

CORBEL

21 -0 4 BC 18 -2 1 BC 36 -2 1

350 x 300W BEAM

D-C38

250 PT

POUR 4 BC

350 x 300W BEAM

P-C25

D-C35

600 PT

350 PT

27 -2 1

26 -2 1 BC

25 -2 1 BC

24 -2 1 BC

23 -2 1 BC

D-C34

350 x 300W BEAM

20 -2 1

22 -2 1

TYPE W02

28 -0 6

TYPE W02

19 -0 2

TYPE W02

350 x 300W BEAM

350 PT

TYPE W03 350 x 300W BEAM

16 -2 1

TYPE W02

03 -2 1

D-C21

02 -2 1

01 -2 1

COLUMN TO BE ADDED TO 'TOWER D' TYPE W03 APPORTIONMENT

05 -2 1

COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

06 -2 1

04 -2 1

250 RC

64 -2 1 BC

TYPE W04

450 PT

200W UPSTAND

RAMP UP

55 -7 2

COLUMNS WITHIN 'TOWER D' APPORTIONMENT OUTLINE COPIED FROM BILBERGIA VERTICAL LOAD ANALYSIS

TYPE W12

D-C55

TYPE W04

500 x 2400W BEAM

TYPE W04

TMJ

TYPE W04

TMJ

68 -2 1 BC

TYPE W04

Raft dimensions based on foundation drawing

67 -0 4

62 -0 6

61 -2 1 BC

60 -2 1 BC

58 -2 1 BC 57 -2 1

E-W1

E-C80

TYPE? W04

56 -2 1 BC

CORBEL

TYPE W04

81 -2 1

80 -0 6

BC E-W2

E-W4

E-W9

E-W10

E-W8

72 -7 2

X-DIRECTION E-W7

78 -2 1

77 -2 1 BC

76 -0 9 BC

75 -2 1

74 -2 1

E-W6

D-W2

D-W8

D-W4

73 -2 1

79 -0 4

D-W5

70 -3 9

69 -2 1

71 -7 2

TMJ

500 x 2400W BEAM

D-W9

59 -0 9

54 -4 5 BC

53 -2 1

TMJ

D-W1

250 PT D-W7

E-W3

95 -2 1 BC

91 -0 1

E-C92

90 -2 1

89 -2 1

88 -0 9 BC

87 -2 1 BC

86 -2 1 BC

84 -7 2

85 -2 1

94 -0 6

Y-DIRECTION

PMJ

P-C90

83 -4 5

82 -2 1

P-C88

P-C85

D-W6

CORBEL

E-W5

D-W3

93 -0 4 BC

92 -0 6

11 408

POUR 5

POUR 1

11 206

11 101

11 021

10 921 BC

10 809 BC

10 721

11 504

250 PT

11 621

250 PT

10 333

350 PT 11 721 BC

PMJ

SLUMP mm

CEMENT TYPE

ADMIXTURE

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

13 321 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

15 021

14 921

14 821 BC

14 721

14 621

14 221 BC

14 121 BC

14 021 BC

13 921 BC

13 801

13 721

SLAB DESIGN NOTES

APPENDIX A 419977STSK01 B2 to L4 Structural Comments A.Ho 16.06.2020 Sheet 2 of 8

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.080 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 02 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:34 PM

MAX SIZE AGG. mm

RAMP UP

STRENGTH f'c

250 RC

13 601

13 501

500 x 2400W BEAM SUSPENDED SLAB

13 421 BC ELEMENT CONCRETE QUALITY

12 801

12 721 BC

12 621

12 509 BC

12 421

12 321 BC

CORBEL

12 123

TYPE W04

12 021

11 923

63 -2 1

11 821

TMJ

CORBEL

10 048

15 121

12 221

11 306

98 -0 3

10 521

TYPE W04

10 621

450 PT

POUR 3

TYPE W04

99 -7 4 BC

250 PT

97 -0 3

96 -2 1

TYPE W04

TYPE W02

TYPE W04

500 x 2400W BEAM

TYPE W04

15 -2 1

TYPE W03

30 -0 6 BC

29 -0 8 BC

33 -2 1

600 x 2400W BEAM

E-C48

POUR 2

51 -2 1

52 -2 1

48 -1 0 BC

47 -1 0 BC

TYPE W04

45 -2 1

44 -2 1 BC

43 -0 9

40 -2 2

46 -7 3

39 -2 1 BC

38 -0 6

37 -0 2

36 -2 1

250 PT

POUR 6

RAMP UP

42 -2 1

POUR 4

PMJ

250 PT

CORBEL

D-C38

34 -0 2

35 -1 0

21 -0 4

32 -2 1

31 -2 1

27 -2 1

25 -2 1 BC

24 -2 1 BC

22 -2 1 BC

20 -2 1

18 -2 1

P-C25

D-C35

TYPE W02

D-C34

23 -2 1

19 -0 2

28 -0 6

16 -2 1

14 -2 1

13 -2 1

12 -2 1

11 -2 1

BC BC

10 -2 1

09 -2 1

08 -2 1

26 -2 1

T.M.J.

TYPE W02

07 -2 1

04 -2 1

TYPE W02

D-C19

D-C21

02 -2 1

01 -2 1

COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

03 -2 1

COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

06 -2 1

CORBEL

05 -2 1

TYPE W04

TYPE W04 200W UPSTAND

TMJ

D-W1

TMJ

62 -0 6

61 -2 1 BC

60 -2 1

59 -0 9

200W UPSTAND

58 -2 1

57 -2 1 BC

500 FOLD

56 -2 1

54 -4 5

53 -2 1

TMJ

67 -0 4

TMJ

TYPE W04

68 -2 1

41 -2 1

RAMP UP

55 -7 2

T.M.J.

D-C55

600 x 2400W BEAM

200W UPSTAND

E-W1

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

72 -7 2

81 -2 1

80 -0 6

79 -0 4 BC

78 -2 1 BC

16 521 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1 BC

71 -7 2 BC

E-W6

73 -2 1

600 x 2400W BEAM

500 x 2400W BEAM

D-W2

D-W8

70 -3 9

69 -2 1

D-W4

D-W5

D-W9

VAR IES

E-C80

250 PT D-W7

P-C85

P-C88

P-C90

E-W3

91 -0 1

E-C92

93 -0 4 BC

11 408

11 621

BC 11 206 BC

11 504

11 101

TYPE W04

BC 13 221 BC

13 121 BC

13 021 BC

12 801 BC

12 621 BC

12 509 BC

12 123

500 x 2400W BEAM

12 021

11 923

12 421

600 x 2400W BEAM STEP

12 721

250 PT

12 921

300 RC TMJ

11 821 BC

500 x 2400W BEAM

TRANSFER BEAM NOT TRANSFERRING ANY COLUMN LOADS

ALLOW ACOUSTIC DOUBLE SLAB AND SETDOWN TO TURNTABLE. ACOUSTIC ENGINEER TBC. ALLOW 2 STAGE POUR IN ACCORADNACE WITH TURNTABLE REQUIREMENTS

TYPE W04

10 048

650 PT

11 721

500 x 2400W BEAM

98 -0 3

11 306

10 921 BC

10 809 BC

10 721 BC

10 621

10 521

10 333

600 x 2400W BEAM

POUR 1 11 021

POUR 5

TYPE W04

600 x 2400W BEAM

TMJ

TO BE REVIEWED

POUR 3

500 x 2400W BEAM

TRANSFER BEAM NOT TRANSFERRING ANY COLUMN LOADS

250 PT TYPE W04

TYPE W04

250 PT

99 -7 4

97 -0 3

96 -2 1 BC

BC TYPE W04

TYPE W02

TYPE W04

92 -0 6

90 -2 1

TYPE W04

16 621

88 -0 9 BC

87 -2 1 BC

86 -2 1 BC

D-W3

85 -2 1

84 -7 2

600 x 2400W BEAM

95 -2 1

94 -0 6

CORBEL

83 -4 5

82 -2 1

D-W6

600 x 2400W BEAM

TRANSFER COLUMN

PMJ

CORBEL

E-W5

250 RC

14 921

15 021

14 821

14 021

500 x 2400W BEAM

RAMP UP

13 801

13 721 BC

13 601

13 501 BC

13 421

RAMP UP

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

APPENDIX A 419977STSK01 B2 to L4 Structural Comments PROFILES TBC ONCE A.Ho 16.06.2020 RECEIVED REVISED

PODIUM PLANS

Sheet 3 of 8

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.090 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 01 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:51 PM

ELEMENT CONCRETE QUALITY

TYPE W24

15 971

TYPE W04

25 -2 1

23 -2 1

P-C25

24 -2 1

700 x 2400W BEAM

22 -2 1 BC

D-C35

1400 x 2400W BEAM

30 -0 6

29 -0 8

28 -0 6

Step

21 -0 4 BC

500 x 2400W BEAM

600 PT

TYPE W04

19 -0 1 BC

D-C34

16 -2 1

250 PT

Step

700 PT

600 PT

700 PT

600 PT 600 RC

15 871

15 771 BC

15 671 BC

15 571 BC

15 471

D-C19

FOLD

15 371

15 271

D-C21

TYPE W24

TYPE W04

16 427 BC

16 327

52 -2 1

TYPE W04

51 -2 1

47 -1 0

48 -0 8

600 PT 46 -0 6

TMJ

CORBEL

E-C48

45 -2 1

44 -0 9 BC

43 -0 9 BC

42 -2 1 BC

1000 x 2400W BEAM

16 221

900 x 2400W BEAM

41 -0 7

40 -0 7

1400 x 2400W BEAM

700 PT

16 021 BC

CORBEL

39 -2 1

S te

500 x 2400W BEAM

37 -0 2

SSL 12.200

250 PT

38 -0 4

250 PT

TMJ

SSL 12.200

1000 x 3000W BEAM

35 -1 0

34 -0 2

D-C38

16 121

TYPE W04

D-C55

TYPE W04

250 PT

1400 x 2400W BEAM

62 -0 6

61 -2 1 BC

60 -0 9

500Dx2400W

57 -0 7

900 x 2400W BEAM

59 -0 9

55 -6 5

500 x 2400W BEAM

D-W1

54 -4 5

67 -0 4

TYPE W04

E-W1

E-C80 SSL 11.500 Step

D-W9

250 PT

D-W5

71 -6 5

THIS WALL IS PART OF THE LATERAL SYSTEM

80 -0 6 BC

E-W7

E-W2

E-W4

72 -6 5 BC

E-W9

E-W10

E-W8

78 -2 1 BC

500Dx2400W

E-W6

900 x 2400W BEAM

74 -0 7

76 -0 9

16 509

1400 x 2400W BEAM

D-W2

D-W8

D-W4

70 -3 9

500 x 2400W BEAM

79 -0 4

Step

D-W7

600 RC

St e

E-W5

SSL 10.200

S te

DEEP BEAMS OVERSIZED - NOT TRANSFERING COLUMN LOADS

250 PT P-C85 (under)

P-C88

P-C90

250 PT

E-W3

500Dx2400W

91 -0 1

90 -2 1

16 621 BC

88 -0 9

E-C92

D-W3

86 -0 7

84 -6 5

900 x 2400W BEAM

94 -0 6

83 -4 5

D-W6

600 PT

11 408

11 504

TMJ

1000 x 2400W BEAM

97 -0 2

TYPE W04

250 PT CORBEL

TYPE W04

Step

99 -6 5

TYPE W04

92 -0 6

93 -0 4

300 PT

11 206 BC

11 101

11 021

10 921 BC

10 809

500Dx2400W

SSL 11.500

250 PT

CORBEL

10 048

600 RC

TMJ

1000 x 3000W BEAM

98 -0 2

11 306

900 x 2400W BEAM

10 333

10 607

TYPE W04

200W UPSTAND

250 PT 250 PT

13 121

13 021

12 921 BC

12 801 BC

12 609

500Dx2400W

RAMP UP

13 221 BC

12 123

12 421

900 x 2400W BEAM

12 021

11 923 BC

12 721

12 509

250 PT

200W UPSTAND

13 801

13 601

13 501

600 PT BC

600 PT

250 PT

TYPE W24

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

APPENDIX A 419977STSK01 B2 to L4 Structural Comments PROFILES TBC ONCE A.Ho 16.06.2020 RECEIVED REVISED Sheet 4 of 8

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

PODIUM PLANS

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.100 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 01 FLOOR PLAN

DRAWN BY:

September.2019 SCALE:

SIZE:

1:100 @ A0

REV:

P04

3/04/2020 7:05:18 PM

ELEMENT CONCRETE QUALITY

TYPE W24

C COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

15 971

TYPE W04

16 221

16 121

16 021 BC

TYPE W04

E-C48

BC TYPE W04

TYPE W04

D-C55

300 PT SSL 17.500

WALL IS PART OF LATERAL SYSTEM

TYPE W10

17 069

16 969 BC

16 869

TYPE W04

67 -0 4

55 -6 5

300 PT

16 769

250 PT SSL 17.500

51 -2 1

48 -0 8 BC

47 -1 0

BC 45 -2 1 BC

TYPE W04

COLUMN PART OF OUTRIGGER SYSTEM.

44 -0 9

43 -0 9

19 207 BC

41 -0 7

40 -0 7

900 x 2400W BEAM

46 -0 6

39 -2 1

CORBEL

250 PT

1000 x 2400W BEAM

PMJ

600 PT

CORBEL

TMJ

1000 x 3000W BEAM

38 -0 4 BC

30 -0 6

25 -2 1 BC

24 -2 1 BC 35 -1 0 BC

BC 37 -0 2

29 -0 8

P-C25

23 -2 1

22 -2 1

500 x 2400W BEAM

D-C38

28 -0 6

TYPE W04

BC 21 -0 4 BC

D-C35

34 -0 2

15 871

15 771 BC

15 671 BC

15 571

THIS BEAM ISNT DESIGNED TO BE CANTILEVER

D-C34

L TYPE W24

250 PT

19 -0 1

D-C19

D-C21

15 371

15 271

COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

E TYPE W24

15 471

TYPE W24

54 -4 5

900 x 2400W BEAM

62 -0 6 BC

59 -0 9

500 x 500W BEAM

D-W1

500Dx2400W

E-W1

E-C80 D-W9

71 -6 5

THIS WALL IS PART OF THE LATERAL SYSTEM

500 x 500W BEAM

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

500Dx2400W

72 -6 5

D-W8

E-W6

76 -0 9

D-W2

70 -3 9

900 x 2400W BEAM

80 -0 6

79 -0 4

D-W5

D-W4

300 PT

D-W7

E-W5

300 PT P-C88

SSL 17.500

D-W6

94 -0 6

17 269 93 -0 4

92 -0 6

1000 x 2400W BEAM

11 408

300 PT

TYPE W04

300 PT

11 504

99 -6 5

TYPE W04

97 -0 2

91 -0 1

500Dx2400W

WALL IS PART OF LATERAL SYSTEM

88 -0 9

D-W3

E-C92

84 -6 5

900 x 2400W BEAM

17 169

83 -4 5

E-W3

11 101

10 809 BC

500Dx2400W

17 469

17 369

13 221 BC

13 121 BC

13 021 BC

12 921

12 509

900 x 2400W BEAM

12 801

PMJ

TMJ

CORBEL

300 PT CORBEL

500 PT

500 x 2400W BEAM

10 048

1000 x 3000W BEAM

11 306

10 333

900 x 2400W BEAM

98 -0 2

11 206

TYPE W04

500 PT

18 107 BC

18 007

17 907 BC

17 807 BC

17 707 BC

17 607 BC 17 507

600 PT

12 123 BC

11 923

12 021

500Dx2400W

400 PT

TYPE W24

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

APPENDIX A 419977STSK01 B2 to L4 Structural Comments PROFILES TBC ONCE A.Ho 16.06.2020 RECEIVED REVISED Sheet 5 of 8

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

PODIUM PLANS

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.110 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 02 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:22 PM

ELEMENT CONCRETE QUALITY

45 -2 1

TYPE W04

44 -0 9

43 -0 9 BC

19 207

41 -0 7

40 -0 7 BC

47 -1 0

39 -2 1

35 -1 0

38 -0 4

17 069

16 969

16 869

TYPE W04

16 769

250 PT

55 -6 5

TYPE W04

48 -0 8 BC

46 -0 6

62 -0 6 BC

59 -0 9

D-W1

E-W1

72 -6 5

E-W7

E-W9

E-W5

D-W7

E-W2

E-W4

E-W8

E-W10

E-W6

D-W2

D-W8

D-W4

76 -0 9

79 -0 4

71 -6 5

D-W5

D-W9

P-C88

D-W6

91 -0 1

88 -0 9

E-W3

250 PT

D-W3

250 PT 11 408 BC

TYPE W04

99 -6 5

TYPE W04

11 206 BC

11 306

10 048

10 333

11 101

10 809

TYPE W04

92 -0 6

93 -0 4

84 -6 5

13 121 BC

13 021 BC

12 921 BC

12 123

18 107 BC

18 007

17 907 BC

17 807 BC

17 707 BC

17 507

17 607

12 021

12 801

12 509

250 PT

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES:

5. 6.

4. 5. 6.

APPENDIX A 419977STSK01 B2 to L4 Structural Comments A.Ho 16.06.2020

REFER TO DRAWING S00.010 FOR GENERAL NOTES.

Sheet 7 of 8

PRELIMINARY ISSUE NOT FOR CONSTRUCTION P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

P01 REV

03.04.20 05.03.20 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.111 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 02 MEZZANINE FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P02

3/04/2020 6:17:33 PM

ELEMENT CONCRETE QUALITY

18 907 BC

18 807 BC

18 707

18 607

18 507

15 771 BC

18 469

18 369

15 671 BC

15 571

15 471

15 971

15 871

D-C21 BC

15 371 BC

15 271

D-C19

C COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

18 205

COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

30 -0 6 BC

29 -0 8

TMJ

CORBEL

19 107

16 221

16 121

35 -1 0 BC

34 -0 2

D-C38 SSL 24.500

16 021

PMJ

400 PT

19 007

P-C25

D-C35

25 -2 1 BC

24 -2 1 BC

23 -2 1 BC

D-C34

22 -2 1

21 -0 4

19 -0 1

28 -0 6

SSL 24.500

E-C48

E-C48 OUTRIGGER

300 PT 48 -0 8

51 -2 1

47 -1 0

46 -0 6 BC

45 -2 1

SSL 24.500

44 -0 9

43 -0 9 BC

19 207 BC

41 -0 7

40 -0 7

CORBEL

37 -0 2

38 -0 4

39 -2 1

300 PT

2 D-C55

BC 59 -0 9

62 -0 6

D-W1

54 -4 5

19 305

67 -0 4

55 -6 5

WALL IS PART OF LATERAL SYSTEM

E-W1

E-W2

E-W7

E-W9

500 x 500W BEAM

72 -6 5

E-W4

E-W8

E-W10

76 -0 9

E-W6

D-W2

D-W4

80 -0 6

79 -0 4

D-W5

70 -3 9

19 405 BC

D-W8

500 x 500W BEAM

D-W7

E-W5

700 x 2400W BEAM

P-C88 D-W6

94 -0 6

83 -4 5

19 505

E-W3

91 -0 1

E-C92 WALL IS PART OF LATERAL SYSTEM

88 -0 9

84 -6 5

VOID OVER MULTI COURT CENTRE BELOW

71 -6 5

700 x 2400W BEAM

D-W9

THIS WALL IS PART OF THE LATERAL SYSTEM

E-C80

D-W3

92 -0 6

93 -0 4

11 408

11 504

97 -0 2

TYPE W04

99 -6 5

TYPE W04

11 206 BC

11 101 BC

10 809

10 333

TYPE W04

19 728 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

12 123

Step

250 PT

PMJ

CORBEL

TMJ

17 507

18 107

18 007

17 907 BC

17 807 BC

17 707 BC

17 607

12 021

11 923

19 605

12 801

12 509

10 048

98 -0 2

11 306

SSL 21.500

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

APPENDIX A 419977STSK01 B2 to L4 Structural Comments PROFILES TBC ONCE A.Ho 16.06.2020 RECEIVED REVISED Sheet 1 of 8

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

PODIUM PLANS

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.120 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 03 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:46 PM

ELEMENT CONCRETE QUALITY

COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

HOLD AWAITING POSSIBLE POOL

COLUMN TO BE ADDED TO 'TOWER D' APPORTIONMENT

D-C19

1200

1800 C0 469

2500 x 4000W BEAM

C3 368

C1 036

C3 438

C0 869

1000 x 3200W BEAM

TRANSFER N*(L4)=10,600kN

E-C48

C3 249

D-C38

PMJ

1000W CORBEL

TMJ

C0 666

1200

C0 566

D-C35

C3 169

C2 869

1200

C3 032

C2 732

D-C34

C0 225

C0 121

Billbergia's marked zone for Tower D primary columns need to be widened to capture columns D-C19, D-C21

C2 942

D-C21

450x3200 BEAM

1200

300 PT

WALL IS PART OF LATERAL SYSTEM

250 PT + FIELDERS METAL DECK

SSL 29.500

C3 647

450x3200 BEAM

D-W1

1500 x 3200W BEAM

1200

C3 769

C1 129

1800

C3 549

250 PT

Transfer beam is oversized for transferring 21 story tower. 1600Dx3200W PT Beam would be sufficient.

C1 243

SSL 29.500

D-C55

C0 941

1200

E-W1

450x3200 BEAM

C4 052

E-W2

E-W7

E-W9

C1 435

E-W12

E-W10

2000

E-W4

D-W8

E-W6 E-W8

1500 x 3200W BEAM

C3 969

C1 335

250 PT + FIELDERS METAL DECK

C3 826

D-W4

D-W5

D-W9

2000 x 4800W BEAM

10 D-W

THIS WALL IS PART OF THE LATERAL SYSTEM

1000W CORBEL

E-C80

E-W5

D-W 11

D-W7

1200

TMJ

SSL 29.500

250 PT + FIELDERS METAL DECK

P-C88

D-W6

C1 529

E-W3

C4 152

1500 x 3200W BEAM

C1 643

E-C92 WALL IS PART OF LATERAL SYSTEM

D-W3

450x3200 BEAM C4 329

C4 569 C4 647 C4 467

2000 x 4000W BEAM

C4 726

1200

C2 466 C2 269

1200

1800

250 PT + FIELDERS METAL DECK

C2 625

C2 521

1500

C4 831

450x3200 BEAM

C2 366

C2 130

1800

2400 SQ. TYP UNO

1500 x 3200W BEAM

C2 036

C1 731

PMJ

1000W CORBEL

240 0 C1 941

250 PT + FIELDERS METAL DECK

C1 869

1200

1300 x 240 0W BEAM

1200

360 0

1200

C4 244

1800

1500 x 3200W BEAM

450x3200 BEAM

L4 PODIUM SDL 22kPa (1200mm soil) LL 5.0kPa

SUSPENDED SLAB

STRENGTH f'c

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

APPENDIX A 419977STSK01 B2 to L4 Structural Comments PROFILES TBC ONCE A.Ho 16.06.2020 RECEIVED REVISED Sheet 8 of 8

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

PODIUM PLANS

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.130 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 04 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:58 PM

ELEMENT CONCRETE QUALITY

BASED ON 8.4m x 8.4m COLUMN GRID (AS SHOWN IN DOTTED RED AS SUPPORTING COLUMNS). BEAM AND SLAB DIMENSIONS AS SHOWN IN RED TEXT.

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

B. Column Review

419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

21 STORY TOWER TOWER N*(B2) kN D D D D D D

C19 C21 C34 C35 C38 C55

N*(L4) kN 9150 14500 11700 30600 21100 22800

B/DIA mm 5150 6900 6900 18600 13400 10500

D mm 1100 1300 1100 1800 1500 1100

(1) Documented Size Column Capacity Utilisation B/DIA kN % mm 25285 36% 42007 35% 30446 38% 79080 39% 55461 38% 1100 39503 58%

6 STORIES

D mm 800 800 800 1200 1100 900

(2) Resized VOLUMETRIC/AREA CHANGE Column Capacity Utilisation Area 1 Area 2 A2/A1 N*(B2 to L4) B/DIA kN % % kN mm 16507 55% 950331.8 502654.8 53% 4000 16507 88% 1327323 502654.8 38% 7600 16507 71% 950331.8 502654.8 53% 4800 35925 85% 2544690 1130973 44% 12000 30446 69% 1767146 950331.8 54% 7700 900 26819 85% 1210000 810000 67% 12300

D mm 600 700 600 1000 700 800

(3) Resized for B2 TO L4 Column Capacity Utilisation kN % 6500 10000 6500 25285 10000 800 18000

62% 76% 74% 47% 77% 68%

VOLUMETRIC/AREA CHANGE Area 1 Area 3 A3/A1 % 950331.8 282743.3 30% 1327323 384845.1 29% 950331.8 282743.3 30% 2544690 785398.2 31% 1767146 384845.1 22% 1210000 640000 53%

PODIUM PODIUM N*(B2) kN P P P

C25 C84 C88

6100 1900 7300 N*(B9) kN

N*(L4) kN

C90

B/DIA mm 0 0 0

D mm 600 600 800

N*(B9 to B3, L4) B/DIA kN mm 11000 7,000

D mm 600

(1) Documented Size Column Capacity kN 1000 6900 1000 19000 10000 (1) Documented Size Column Capacity kN 1000 19000

Utilisation %

B/DIA mm 88% 10% 73%

Utilisation %

D mm 600 400 800

B/DIA mm 58%

D mm 450

(2) Resized Column Capacity kN 1000 6900 400 5415 10000 (2) Resized Column Capacity kN 1000 14000

Utilisation % 88% 35% 73% Utilisation % 79%

VOLUMETRIC/AREA CHANGE Area 1 Area 2 A2/A1 % 600000 600000 100% 600000 160000 27% 502654.8 502654.8 100% VOLUMETRIC/AREA CHANGE Area 1 Area 2 A2/A1 N*(B2 to L4) B/DIA % kN mm 600000 450000 75% 7,000

D mm 350

35 STORY TOWER TOWER N*(B2) kN E E E E

C47 (O) C48 C80 C92

N*(L4) kN 39900 37300 26700 26700

B/DIA mm 28800 30500 19100 17500

D mm 1800 1800 1500 1500

(1) Documented Size Column Capacity Utilisation B/DIA kN % mm 80331 50% 80331 46% 56437 47% 56437 47%

(3) Resized for B9 to B3, L4 Column Capacity Utilisation kN % 1000 10500

VOLUMETRIC/AREA CHANGE Area 1 Area 3 A3/A1 % 67% 600000 350000 58%

6 STORIES

D mm 1400 1400 1100 1100

(2) Resized VOLUMETRIC/AREA CHANGE Column Capacity Utilisation Area 1 Area 2 A2/A1 N*(B2 to L4) B/DIA kN % % kN mm 49336 81% 2544690 1539380 60% 11100 49336 76% 2544690 1539380 60% 6800 31191 86% 1767146 950331.8 54% 7600 31191 86% 1767146 950331.8 54% 9200

D mm 800 700 700 700

(3) Resized for B2 TO L4 Column Capacity Utilisation kN % 18000 10000 10000 10000

62% 68% 76% 92%

VOLUMETRIC/AREA CHANGE Area 1 Area 3 A3/A1 % 2544690 502654.8 20% 2544690 384845.1 15% 1767146 384845.1 22% 1767146 384845.1 22%

Mott MacDonald | Rhodes Recreation Centre Cost Plan Review Structural Cost Plan Review

mottmac.com 419977 | 01 | B | - Rhodes Recreation Centre - Structural Cost Plan Review | June 2020

Appendix B – DA Structural Scheme

-4-

C91

C86

C210

D03

D01* D02*

D04

D07

D05* D08 D06

D09

* - Column transferred at L04 CXX - Column from B9-L4

D10

Transfer slab at L04

D11 D12

D15 D13

D16

D14

D18*

D17*

C214 C90*

C85*

C207

BLD D Typical Plan - DA Scheme

BLD D Schedule - DA Scheme

C14

E01*

E02 E04

C53

E03*

C15

C59 E05 C34

E06

E07 C24

E08 C17

C25 C26

* - Column transferred at L04 CXX - Column from B9-L4 Outer Wall

BLD E Typical Plan - DA Scheme

Inner Wall

BLD E Schedule - DA Scheme

19072 - Rhodes Stage 2 - 34 Walker St. - DA Scheme Typical preliminary reo rates and concrete grades Location Common Area Slab on grade (120mm thick)

25-Feb-20

Concrete Grade

Size Reduction

Reo rate

32 MPa

Nil

SL82 mesh

Basement slabs B6 - B1 Tower slabs typical L5 to L34

40 MPa 40 MPa

Nil Nil

60 kg/m^3 + 6.0kg PT/m^2 60 kg/m^3 + 4.8kg PT/m^2

Pad footings Strip footings

40 MPa 40 MPa

Nil Nil

200 kg/m^3 200 kg/m^3

Podium & Basement Columns (B6 to L4)

65 MPa

Nil

175 kg/m^3

Ramps Stairs

40 MPa 40 MPa

Nil Nil

150 kg/m^3 90 kg/m^3

Precast walls external 200mm thick Precast walls internal 200mm thick

40 MPa 40 MPa

Nil Nil

90 kg/m^3 55 kg/m^3

50 MPa 50 MPa 50 MPa

80% Volume 80% Volume 80% Volume

225 kg/m^3 200 kg/m^3 225 kg/m^3

Building D - 19 Levels Pad footings Strip footings Primary core foundation Tower Columns L10 to L19 Tower Columns B6 to L10 Core L10 to L19 Core B8 to L10 Building E - 34 Levels Pad footings Strip footings Primary core foundation Tower Columns L20 to L34 Tower Columns L5 to L20 Tower Columns B6 to L5 Core L20 to L34 Core L5 to L20 Core B6 to L5

40 MPa 40% Area Refer attached mark-up 50 MPa 40% Area 40 MPa 250 Thick Walls Refer attached mark-up

150 kg/m^3 175 kg/m^3

50 MPa

300 Thick Walls

200 kg/m^3 225 kg/m^3

50 MPa 50 MPa 50 MPa

90% Volume 90% Volume 90% Volume

200 kg/m^3 200 kg/m^3 225 kg/m^3

50 MPa 60% Area Refer attached mark-up 65 MPa 80 MPa

60% Area 60% Area

50 MPaattached mark-up 500 Thick Walls Refer 65 MPa 80 MPa

600 Thick Walls 600 Thick Walls

200 kg/m^3 225 kg/m^3 250 kg/m^3 150 kg/m^3 175 kg/m^3 200 kg/m^3

RHODES REC CENTRE - SHARED ELEMENTS MARK UP REV: 02 - DATE: 18.02.2020 GENERAL NOTES: - This document is generally subject to further Constant Design input - Carpark Exhaust System - Shared Riser with dedicated fan rooms that service levels individually. Shared Elements Not Included in Mark Up: - Excavation & Perimeter Basement Shoring System - Shared Structural Support - tower columns and core providing structural support for Rec Centre Levels. - Common Walls - Services to shared Zones/elements - Finishes and fittings to shared zones/elements - External Public Domain works

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RHODES REC CENTRE - SHARED ELEMENTS MARK UP REV: 01 - DATE: 17.02.2020

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16 -2 1

13 -2 1

BC 15 -2 1 BC

14 -2 1 BC

32 -2 1 BC

31 -2 1 BC

33 -2 1 BC 51 -2 1

50 -2 1

52 -2 1

65 -2 1

64 -2 1

500 x 2400W BEAM

68 -2 1 BC 67 -0 4

500 x 2400W BEAM

PMJ

81 -2 1

80 -0 6 BC

E-W7

E-W9

E-W2

E-W4

E-W8

E-W10

E-W6

79 -0 4

CORBEL

E-W1

78 -2 1

77 -2 1 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1

CORBEL

72 -7 2

73 -2 1 BC

D-W2

D-W8

D-W4

49 -2 1

48 -1 0 BC

47 -1 0 BC

46 -7 3 BC 62 -0 6

61 -2 1 BC

60 -2 1

59 -0 9

57 -2 1 BC

56 -2 1 BC 71 -7 2 BC D-W5

70 -3 9 BC

TMJ

54 -4 5 BC

58 -2 1

53 -2 1 BC

D-W9

69 -2 1

30 -0 6 BC

29 -0 8 BC

28 -0 6 BC PMJ

CORBEL

55 -7 2 BC

TMJ

D-W1

12 -2 1 BC

11 -2 1

BC BC 45 -2 1

44 -2 1 BC

43 -0 9 BC

41 -2 1

40 -2 2 BC

42 -2 1

BC 500 x 2400W BEAM

Primary Columns for Tower E within TMJ marked zone

TMJ

PMJ

D-W7

E-W5

TMJ

RAMP UP

250 PT

D-W6

95 -2 1 BC

BC 93 -0 4

92 -0 6

TYPE W04

250 PT

11 408

250 PT

11 504 BC

11 206 11 101

11 021

10 921 BC

10 809 BC

10 721 BC

10 621 BC

POUR 1

350 PT

13 321 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

12 801 BC

500 x 2400W BEAM

PMJ CORBEL

12 721 BC

12 621

12 421 BC

12 321 BC

12 123

SLAB CAST IN CONDUIT NOTES: 1.

4. 5. 6.

15 021 BC

14 921 BC

14 821 BC

14 721 BC

14 621 BC

14 521 BC

14 421 BC

14 321 BC

14 221 BC

14 121

13 921

14 021 BC

01.04.20 BBG - COST SPLIT COMMENT FOR LEVELS B06 TO B03 *unmarked areas predominantly residential use, however, all verticals not highlighted to be apply 66% as RRC Cost Shared STower D Shared Services Zones Multi-court Columns100% RRC COST Specific commentary on drawing to assist costing

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P06

03.04.20

ISSUED FOR PRELIMINARY INFORMATION

P05

05.03.20

ISSUED FOR PRELIMINARY INFORMATION

P04 P03

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

20.12.19 27.11.19

P02

01.10.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

KS AV

ISSUED FOR CONSTRUCTION CERTIFICATE

REVISION DESCRIPTION

Column Zone - RRC 19.2% cost allocationervices Zones Tower E Column Zone - RRC 10% cost allocation DRG NUMBER:

JOB NUMBER:

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.040 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 06 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P06

3/04/2020 6:15:34 PM

Vertical Load Summary: MAX SIZE SLUMP CEMENT ELEMENT ADMIXTURE Leisure Centre -STRENGTH Levels B2, f'c AGG. mm B1, mmL1, L2, TYPE L2 Mezz, L3 (LHS only) and L4 CONCRETE QUALITY Roof Structure. SUSPENDED SLAB 40 20 80 GP Tower D: - 21 Levels above Gnd and 5 basement levels = 26 levels total SLAB DESIGN NOTES NOTES: -% of Leisure/Total Bld = 5/26 = 19.2% 1. PROVIDE STAINLESS STEEL GUTTERS AND DRIP GROOVES TO FIRE RATING: Hence for levels B6 L4 incl Footings, 19.2% of size toTO WEATHER Leisure SLABSdue EXPOSED AT ALL CONSTRUCTION AND REFER DRG S00.010 MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS Centre Support DETAILS LIVE LOADS: 2. ALL DRIP GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 TowerFOR E: DETAIL. PLUS ANY ADDITIONAL LOADING BELOW. 3. PT CONTRACTOR TO DESIGN SLAB FOR A WORKING AXIAL LOAD, - 35 Levels above Gnd and 5 basement levels = 40 levels REFER PLANS. total SUPERIMPOSED DEAD LOAD: 4. FOR ADDITIONAL NON-STRUCTURAL BLOCK WALL LOCATIONS TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 - % ofFOR Leisure/Total Bld = 4/40 = 10% REFER TO ARCHITECTS DRAWINGS. PT CONTRACTOR TO ALLOW PLUS ANY ADDITIONAL LOADING BELOW. FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. Hence for levels B6 - L4 incl Footings, 10% of 5.sizeREFER dueTO ARCHITECTS to Leisure DRAWINGSCentre FOR FALL DETAILS SERVICEABILITY: 6. FORMWORKER TO REFER TO DRAWINGS FOR TEMPORARY TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 LOADING PLATFORM FOR LOCATION OF ADDITIONAL SLAB Support INCREMENTAL SLAB DEFLECTION - SPAN/500 PENETRATIONS 7. REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR Podium Columns/footings: MISCELLANEOUS NOTES: LOCATIONS OF TEMPORARY PLATFORM SUPPORTS. Support B5 to B3 and then leisure centre, hence 6/9 = 66% of size from REFER TO DRAWING S00.010 FOR GENERAL NOTES. B6 - B3 from SLAB DESIGN NOTES Leisure Centre loads and 100% of size from B2 to L4 from Leisure Centre SCALE 1 : 1

13 801 BC

13 721 BC

13 601 BC

13 501 BC

13 421

TMJ

12 021

11 923

63 -2 1

12 509

11 821

CORBEL

10 048

PMJ

11 721

11 306

15 121

10 521

POUR 5

BC 500 x 2400W BEAM

12 221 BC 98 -0 3 BC

RAMP UP

10 421

10 333 BC

97 -0 3 BC

POUR 3

11 621

99 -7 4

This supporting Goods Lift pit for RRC down to SOG

TYPE W04

10 221

10 121

TYPE W04

450 PT

91 -0 1

PMJ

90 -2 1

89 -2 1 BC

88 -0 9 BC

87 -2 1 BC

86 -2 1 BC

85 -2 1

84 -7 2

94 -0 6

83 -4 5

82 -2 1

E-W3

D-W3

96 -2 1

350 x 300W BEAM

This supporting Lift pits for RRC down to SOG

POUR 2

39 -2 1

38 -0 6 BC

37 -0 2

250 PT

TYPE W03 350 x 300W BEAM

27 -2 1

26 -2 1 BC

25 -2 1 BC

24 -2 1

CORBEL

TMJ

250 PT

POUR 6

36 -2 1

POUR 4

L M Provisional column support to base of Lift pit for Northern overpass bridge - Base building cost

350 x 300W BEAM

250 PT

10 -2 1

09 -2 1

08 -2 1 BC

07 -2 1

350 PT

23 -2 1 BC

22 -2 1 BC

35 -1 0

06 -2 1 BC

05 -2 1 BC

04 -2 1

20 -2 1 BC 34 -0 2

17 -2 1 BC

Column Grid layout integrated to overall design for Spanning between Multi-courts within RRC within marked zone

21 -0 4

19 -0 2 BC

18 -2 1

350 x 300W BEAM

Primary Columns for Tower D within marked zone

350 x 300W BEAM

350 PT

03 -2 1

TYPE W03

02 -2 1

01 -2 1

15 -2 1

14 -2 1

13 -2 1

16 -2 1

12 -2 1

11 -2 1

10 -2 1

09 -2 1

08 -2 1

07 -2 1

06 -2 1

05 -2 1 BC

04 -2 1 BC

01 -2 1

TYPE W03

03 -2 1

02 -2 1

TYPE W03 350 x 300W BEAM

30 -0 6 BC

29 -0 8 BC

350 x 300W BEAM

18 -2 1

31 -2 1

32 -2 1

27 -2 1

26 -2 1 BC

25 -2 1 BC

24 -2 1 BC

23 -2 1 BC

22 -2 1

20 -2 1

BC 350 x 300W BEAM

350 PT

21 -0 4

19 -0 2

350 PT

28 -0 6

350 x 300W BEAM

33 -2 1

500 x 2400W BEAM

250 PT

POUR 2

POUR 6

52 -2 1 BC

51 -2 1

55 -7 2

65 -2 1

49 -2 1

50 -2 1

48 -1 0 BC

47 -1 0 BC

46 -7 3 BC

45 -2 1

44 -2 1 BC

43 -0 9

42 -2 1

41 -2 1 BC

64 -2 1

40 -2 2

500 x 2400W BEAM

39 -2 1

37 -0 2 BC

36 -2 1

38 -0 6

POUR 4

CORBEL

TMJ

250 PT

PMJ

CORBEL

35 -1 0 BC

34 -0 2

17 -2 1

350 x 300W BEAM

68 -2 1

62 -0 6

PMJ

61 -2 1 BC

60 -2 1 BC

58 -2 1

57 -2 1

56 -2 1

54 -4 5

TMJ

59 -0 9

TMJ

D-W1

53 -2 1

TMJ

67 -0 4

TMJ

81 -2 1

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

80 -0 6

79 -0 4 BC

PMJ

E-W6

78 -2 1

77 -2 1 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1

REFER COMMENTS ON S02.040

72 -7 2

73 -2 1 BC

D-W2

D-W8

D-W4

70 -3 9

69 -2 1

D-W5

71 -7 2

D-W9

CORBEL

500 x 2400W BEAM

E-W1

CORBEL

250 PT

94 -0 6 BC 93 -0 4 92 -0 6 BC

TYPE W02

TYPE W04

91 -0 1

PMJ

90 -2 1

89 -2 1 BC

88 -0 9 BC

87 -2 1

86 -2 1

85 -2 1

84 -7 2 BC 10 221

10 121 BC

TYPE W04

95 -2 1

E-W3

500 x 2400W BEAM

83 -4 5

82 -2 1

D-W6

D-W3

E-W5

RAMP UP

TMJ

D-W7

BC RAMP UP

11 206

11 101 BC

PMJ

350 PT 11 721

11 306

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

13 321 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

12 801

PMJ

12 721 BC

12 621

12 421

15 021 BC

14 921 BC

14 821 BC

14 721 BC

14 621 BC

14 521 BC

14 421 BC

14 321 BC

14 221 BC

14 121 BC

14 021 BC

13 921

CORBEL

13 801 BC

13 721

SLAB DESIGN NOTES

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.050 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 05 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:15:48 PM

STRENGTH f'c

13 501

13 601

TMJ SUSPENDED SLAB

13 421 BC ELEMENT CONCRETE QUALITY

12 123 BC

12 021

11 923

12 321

63 -2 1

12 509

11 821

CORBEL

500 x 2400W BEAM

10 048

PMJ

15 121

98 -0 3

11 504

POUR 1

11 021

10 921 BC

10 809 BC

10 621 BC

10 521 BC

12 221

10 721

POUR 5

10 421

10 333 BC

97 -0 3

POUR 3

11 621

250 PT

TYPE W04

96 -2 1

TYPE W04

11 408

99 -7 4

250 PT

700

MIN.

TYPE W03

350 x 300W BEAM

16 -2 1

14 -2 1

13 -2 1 BC

12 -2 1

11 -2 1

10 -2 1

09 -2 1

08 -2 1

07 -2 1

06 -2 1

04 -2 1

05 -2 1

02 -2 1 BC

TYPE W03

03 -2 1

01 -2 1

30 -0 6 BC

29 -0 8

350 x 300W BEAM

31 -2 1

32 -2 1

27 -2 1

26 -2 1 BC

25 -2 1 BC

24 -2 1 BC

23 -2 1 BC

22 -2 1

350 x 300W BEAM

20 -2 1

350 PT

21 -0 4

19 -0 2

28 -0 6

15 -2 1

350 x 300W BEAM

33 -2 1 BC 52 -2 1 BC

65 -2 1 BC

68 -2 1

500 x 2400W BEAM

81 -2 1

BC E-W2

E-W7

E-W9

E-W10

E-W4

E-W8

80 -0 6

79 -0 4 BC

78 -2 1

77 -2 1 BC

76 -0 9 BC

RAMP UP

11 621 BC RAMP UP

11 504

11 206

POUR 1 BC

11 021

10 921 BC

10 809 BC

10 721 BC

10 621 BC

12 221

10 521

POUR 5

11 101

10 421

97 -0 3

10 333

TYPE W04

11 408

250 PT

POUR 3

95 -2 1

94 -0 6 BC 93 -0 4

92 -0 6

TYPE W04

91 -0 1

TYPE W04

PMJ

90 -2 1

89 -2 1

88 -0 9

99 -7 4

TYPE W02

E-W3

10 221

10 121

TYPE W04

87 -2 1

86 -2 1 BC

85 -2 1

84 -7 2

REFER COMMENTS ON S02.040 BC

CORBEL TMJ

83 -4 5

82 -2 1

75 -2 1

PMJ

D-W3

96 -2 1

E-W6

E-W5

D-W6

74 -2 1 BC

73 -2 1 D-W7

TYPE W04

72 -7 2

500 x 2400W BEAM

D-W2

D-W4

250 PT

E-W1

PMJ

CORBEL

BC D-W5

70 -3 9

69 -2 1 BC

D-W8

BC 62 -0 6

60 -2 1

59 -0 9

BC 71 -7 2

58 -2 1

57 -2 1 BC

56 -2 1 BC

D-W9

TMJ

61 -2 1

TMJ

D-W1

54 -4 5

53 -2 1

TMJ

67 -0 4

55 -7 2

64 -2 1

49 -2 1

51 -2 1

50 -2 1

46 -7 3

47 -1 0

48 -1 0

POUR 2

45 -2 1

44 -2 1 BC

43 -0 9

42 -2 1

41 -2 1 BC

40 -2 2

BC 500 x 2400W BEAM

250 PT

500 x 2400W BEAM

PMJ

CORBEL

POUR 6

39 -2 1

38 -0 6

37 -0 2

36 -2 1

POUR 4 BC

250 PT CORBEL

250 PT

TMJ

350 PT

35 -1 0

34 -0 2

17 -2 1

18 -2 1

350 x 300W BEAM

15 121

98 -0 3

11 306

350 PT

SLUMP mm

CEMENT TYPE

ADMIXTURE

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

11 721 13 321

BC BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

500 x 2400W BEAM

12 801 BC

12 621 BC

12 421

12 721

12 509 BC

15 021 BC

14 921 BC

14 821 BC

14 721 BC

14 621 BC

14 521 BC

14 421 BC

14 321 BC

14 221 BC

14 121 BC

14 021 BC

13 921

CORBEL

13 801

13 721

SLAB DESIGN NOTES

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.060 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 04 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:03 PM

MAX SIZE AGG. mm

STRENGTH f'c

13 601

13 501

TMJ SUSPENDED SLAB

13 421 BC ELEMENT CONCRETE QUALITY

12 321

63 -2 1 BC

500 x 2400W BEAM

12 123 BC

12 021

11 923

11 821

CORBEL

PMJ

10 048

PMJ

TYPE W03

15 -2 1 BC

14 -2 1

13 -2 1

16 -2 1

12 -2 1

11 -2 1

10 -2 1

09 -2 1

08 -2 1

07 -2 1

06 -2 1

04 -2 1

05 -2 1

02 -2 1 BC

03 -2 1

01 -2 1

TYPE W03 350 x 300W BEAM

30 -0 6 BC

33 -2 1

350 x 300W BEAM

250 PT

51 -2 1

50 -2 1 BC

49 -2 1

46 -7 3 BC

45 -2 1

44 -2 1 BC

43 -0 9 BC

42 -2 1

41 -2 1

40 -2 2 BC

48 -1 0

47 -1 0

52 -2 1

POUR 2

39 -2 1

37 -0 2

36 -2 1

250 PT

POUR 6 38 -0 6

POUR 4 BC

500 x 2400W BEAM

CORBEL

35 -1 0 BC

34 -0 2

250 PT

TMJ

17 -2 1

31 -2 1

32 -2 1

27 -2 1

26 -2 1 BC

25 -2 1 BC

24 -2 1 BC

23 -2 1

22 -2 1

18 -2 1

20 -2 1

BC 350 x 300W BEAM

350 x 300W BEAM

350 PT

21 -0 4

19 -0 2

28 -0 6

350 PT

29 -0 8

350 x 300W BEAM

TYPE W04

65 -2 1

55 -7 2

RAMP UP

64 -2 1

500 x 2400W BEAM

PMJ

TYPE W12

250 RC TMJ

67 -0 4 BC

54 -4 5

TMJ

D-W1

TYPE W04 TYPE W04

RAMP UP

80 -0 6 BC

95 -2 1 BC

94 -0 6 BC

93 -0 4 BC

92 -0 6 BC

11 206 BC

11 021

10 921

PMJ

10 809 BC

10 721 BC

10 621 BC

10 521

200W UPSTAND

POUR 1

POUR 5

11 504

11 621

11 408

250 PT

10 421

10 333 BC

350 PT 11 721

11 306

11 101 BC

15 121 BC

ELEMENT CONCRETE QUALITY SUSPENDED SLAB

MAX SIZE AGG. mm

SLUMP mm

CEMENT TYPE

ADMIXTURE

SLAB DESIGN NOTES

NOTES:

SLAB CAST IN CONDUIT NOTES:

FIRE RATING: REFER DRG S00.010

LIVE LOADS: FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SUPERIMPOSED DEAD LOAD: FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 PLUS ANY ADDITIONAL LOADING BELOW.

SERVICEABILITY: TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 INCREMENTAL SLAB DEFLECTION - SPAN/500

MISCELLANEOUS NOTES: REFER TO DRAWING S00.010 FOR GENERAL NOTES.

5. 6.

4. 5. 6.

500 x 2400W BEAM

13 321 BC

13 221 BC

13 121 BC

13 021

12 921

BC PMJ

12 801

12 721 BC

12 621

12 421 BC

12 321

15 021 BC

14 921 BC

14 821 BC

14 721 BC

14 621 BC

14 521 BC

14 421 BC

14 321 BC

14 221 BC

14 121 BC

14 021 BC

13 801

13 921

CORBEL

TMJ

500 x 2400W BEAM

12 123 BC 13 721

STRENGTH f'c

BC 13 601

13 501 BC

13 421

11 923

12 021

63 -2 1

12 509

11 821

CORBEL

10 048

12 221

98 -0 3

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.070 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 03 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:18 PM

E-W2

200W UPSTAND

91 -0 1

99 -7 4 BC

97 -0 3

96 -2 1 BC

E-W7

E-W9

E-W10

E-W8 E-W4

10 221

10 121

PMJ

90 -2 1

89 -2 1

88 -0 9

87 -2 1

86 -2 1 BC

85 -2 1 BC

200W UPSTAND

TMJ

84 -7 2 BC

TYPE W04

E-W3

250 PT

TYPE W04

POUR 3

81 -2 1

79 -0 4 BC

72 -7 2 BC

REFER COMMENTS ON S02.040

TYPE W02

TYPE W04

TYPE W04 500 x 2400W BEAM

BC PMJ

CORBEL

78 -2 1

77 -2 1 BC

CORBEL

500 x 2400W BEAM

E-W5

83 -4 5

82 -2 1 BC

D-W3

250 PT

PMJ

D-W6

E-W1

E-W6

D-W7

TYPE W04

62 -0 6

61 -2 1 BC

60 -2 1 BC

59 -0 9 76 -0 9 BC

75 -2 1 BC

74 -2 1 BC

73 -2 1 BC

D-W2

D-W8

D-W4

70 -3 9

69 -2 1

D-W5

71 -7 2

D-W9

58 -2 1 BC

56 -2 1 BC

57 -2 1

53 -2 1 BC

68 -2 1

TMJ

13 -2 1

12 -2 1

Provisional column support to base of Lift pit for Northern overpass bridge - Base building cost BC

11 -2 1

TYPE W03 350 x 300W BEAM

15 -2 1 BC

14 -2 1

32 -2 1 BC

31 -2 1

PMJ

350 x 300W BEAM

33 -2 1

250 PT

52 -2 1

This supporting Lift pits for RRC down to SOG

51 -2 1

48 -1 0 BC

47 -1 0 BC

46 -7 3 BC

45 -2 1

TYPE W04

43 -0 9 BC

42 -2 1 BC

41 -2 1

350 x 300W BEAM

POUR 2

40 -2 2

39 -2 1

38 -0 6 BC

37 -0 2

30 -0 6

29 -0 8 BC

BC 27 -2 1

26 -2 1 BC

25 -2 1 BC

350 PT

TMJ

28 -0 6

16 -2 1

10 -2 1

09 -2 1 BC

08 -2 1

POUR 6

36 -2 1

250 PT

44 -2 1

35 -1 0 BC

CORBEL

34 -0 2 BC

250 PT

POUR 4 BC

CORBEL

21 -0 4

600 PT

18 -2 1 BC

07 -2 1 BC 24 -2 1

23 -2 1

Column Grid layout integrated to overall design for Spanning between Multi-courts within RRC within marked zone

22 -2 1 BC

20 -2 1

06 -2 1

TYPE W02

350 x 300W BEAM

05 -2 1

04 -2 1 BC

03 -2 1

19 -0 2 BC

TYPE W02

Primary Columns for Tower D within marked zone

350 x 300W BEAM

350 PT

TYPE W03

02 -2 1

01 -2 1

250 RC

TYPE W04

64 -2 1

200W UPSTAND

55 -7 2

RAMP UP

450 PT

TYPE W04

TYPE W12

500 x 2400W BEAM

TYPE W04

TMJ

TYPE W04

TMJ

62 -0 6

68 -2 1

67 -0 4

TYPE W04 TYPE? W04

80 -0 6

E-W7

E-W9

E-W2

E-W4

E-W8

E-W10

E-W6

81 -2 1

TYPE W04

E-W1

79 -0 4 BC

78 -2 1

77 -2 1 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1 BC

Primary Columns for Tower E within marked zone

72 -7 2

61 -2 1 BC

60 -2 1 BC

58 -2 1 BC 57 -2 1 73 -2 1 BC D-W2

D-W4

D-W8

TYPE W04

56 -2 1 BC

CORBEL

D-W5

70 -3 9

69 -2 1

71 -7 2

TMJ

500 x 2400W BEAM

D-W9

59 -0 9

54 -4 5 BC

53 -2 1

TMJ

D-W1

250 PT D-W7

PMJ

CORBEL

E-W5

E-W3

95 -2 1

91 -0 1 BC

90 -2 1

89 -2 1

88 -0 9 BC

87 -2 1 BC

86 -2 1 BC

84 -7 2

85 -2 1

94 -0 6

83 -4 5

82 -2 1

D-W6

D-W3

93 -0 4 BC

92 -0 6

11 408

POUR 5

POUR 1

11 206

11 101

11 021

10 921 BC

10 809 BC

10 721

11 504

250 PT

11 621

250 PT

10 333

350 PT 11 721 BC

PMJ

13 321 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

500 x 2400W BEAM

250 RC

15 021

14 921

14 821 BC

14 721

14 621

14 221 BC

14 121 BC

13 921

14 021 BC

01.04.20 BBG - COST SPLIT COMMENT FOR LEVELS B06 TO B03 *unmarked areas predominantly RRC use, however, all verticals not highlighted to be apply 66% as RRC Cost SLAB CAST IN CONDUIT NOTES: 1.

4. 5. 6.

Shared Services Zones Multi-court Columns100% RRC COST Specific commentary on drawing to assist costing PRELIMINARY ISSUE NOT FOR CONSTRUCTION

Tower E Column Zone RRC 10% cost allocation Residential Zone ONLY. Verticals in this zone still apply to RRC Costing DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

Shared STower D Column Zone - RRC 19.2% cost allocationervices Zones

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.080 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 02 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:34 PM

Vertical Load Summary: STRENGTH MAX SIZE SLUMP CEMENT ELEMENT ADMIXTURE f'c AGG. mm B1, mmL1, L2, TYPE L2 Mezz, L3 (LHS only) and L4 Roof CONCRETE QUALITY Leisure Centre - Levels B2, SUSPENDED SLAB 40 20 80 GP Structure. Tower D: - 21 Levels above Gnd and 5 basement levels = 26 levels total SLAB DESIGN NOTES NOTES: - % of Leisure/Total Bld = 5/26 = 19.2% 1. PROVIDE STAINLESS STEEL GUTTERS AND DRIP GROOVES TO FIRE RATING: SLABSdue EXPOSEDto TO WEATHER AT ALL CONSTRUCTION AND S00.010 HenceREFER forDRGlevels B6 - L4 incl Footings, 19.2% of size Leisure Centre Support MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS DETAILS LIVE LOADS: E: Tower 2. ALL DRIP GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 DETAIL. PLUS ANY ADDITIONAL LOADING BELOW. - 35 Levels above Gnd and 5 basement levels 3.= 40PT CONTRACTOR levels total TO DESIGN SLAB FOR A WORKING AXIAL LOAD, REFER PLANS. SUPERIMPOSED DEAD LOAD: -% of Leisure/Total Bld = 4/40 = 10% 4. FOR ADDITIONAL NON-STRUCTURAL BLOCK WALL LOCATIONS FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 TO ARCHITECTS DRAWINGS. PT CONTRACTOR TO ALLOW ANY ADDITIONAL HencePLUSfor levelsLOADING B6 -BELOW. L4 incl Footings, 10% of sizeREFER due to Leisure Centre Support FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. 5. REFER TO ARCHITECTS DRAWINGS FOR FALL DETAILS SERVICEABILITY:Columns/footings: Podium 6. FORMWORKER TO REFER TO DRAWINGS FOR TEMPORARY TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 LOADING PLATFORM FOR LOCATION OF ADDITIONAL SLAB INCREMENTAL SLAB DEFLECTION SPAN/500 Support B5 to B3 and then leisure centre, hence 6/9 = 66% of size from B6 - B3 PENETRATIONS 7. REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR from MISCELLANEOUS NOTES: LOCATIONS OF TEMPORARY PLATFORM SUPPORTS. Leisure Centre loads and 100% of size from B2 to L4 from Leisure Centre REFER TO DRAWING S00.010 FOR GENERAL NOTES.

13 801

13 721

RAMP UP

13 601 BC

13 501 BC

13 421 BC

12 801

12 721 BC

12 621

12 509 BC

12 421

12 321 BC

CORBEL

12 123

TYPE W04

12 021

11 923

63 -2 1

11 821

TMJ

CORBEL

10 048

15 121

12 221

11 306

98 -0 3

10 521

TYPE W04

10 621

450 PT

POUR 3

TYPE W04

99 -7 4 BC

97 -0 3

250 PT

96 -2 1 BC

TYPE W04

This supporting Goods Lift pit for RRC down to SOG

TYPE W04

TYPE W02

TYPE W04

500 x 2400W BEAM

TYPE W04

15 -2 1

TYPE W03

30 -0 6 BC

29 -0 8 BC

32 -2 1

31 -2 1

27 -2 1

25 -2 1 BC

24 -2 1 BC

22 -2 1

18 -2 1

33 -2 1

600 x 2400W BEAM

PMJ

POUR 2

51 -2 1

52 -2 1

48 -1 0 BC

47 -1 0 BC

TYPE W04

45 -2 1

44 -2 1 BC

43 -0 9

40 -2 2

46 -7 3

39 -2 1 BC

38 -0 6

37 -0 2

36 -2 1

250 PT

POUR 6

RAMP UP

42 -2 1

POUR 4

250 PT

CORBEL

250 PT

34 -0 2

35 -1 0

21 -0 4

20 -2 1

TYPE W02

23 -2 1

19 -0 2

28 -0 6

16 -2 1

14 -2 1

13 -2 1

12 -2 1 BC

11 -2 1 BC

BC BC

10 -2 1

09 -2 1

Provisional column support to K L base of Lift pit for Northern overpass bridge - Base building cost

26 -2 1

08 -2 1

07 -2 1

CORBEL

T.M.J.

TYPE W02

04 -2 1 TYPE W02

06 -2 1

05 -2 1

TYPE W02

02 -2 1 BC

03 -2 1

01 -2 1

TYPE W04

TYPE W04 200W UPSTAND

TMJ

D-W1

TMJ

62 -0 6

61 -2 1 BC

60 -2 1

200W UPSTAND

59 -0 9

58 -2 1

57 -2 1 BC

500 FOLD

56 -2 1

54 -4 5

53 -2 1

TMJ

67 -0 4

TMJ

TYPE W04

68 -2 1

41 -2 1 BC

RAMP UP

55 -7 2

T.M.J.

600 x 2400W BEAM

200W UPSTAND

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

72 -7 2

81 -2 1

80 -0 6

79 -0 4 BC

78 -2 1 BC

16 521 BC

76 -0 9 BC

75 -2 1 BC

74 -2 1 BC

71 -7 2 BC

E-W6

73 -2 1

600 x 2400W BEAM

500 x 2400W BEAM

D-W2

D-W8

70 -3 9

69 -2 1

D-W4

D-W5

D-W9

VAR IES

E-W1

250 PT D-W7

BC 93 -0 4 BC

92 -0 6

90 -2 1

11 206 BC

11 504

11 101

TYPE W04

BC 13 221 BC

13 121 BC

13 021 BC

12 801 BC

12 621 BC

12 509 BC

12 123

500 x 2400W BEAM

12 021

11 923 BC

12 421

600 x 2400W BEAM STEP

12 721

250 PT

12 921

300 RC TMJ

11 821

ALLOW ACOUSTIC DOUBLE SLAB AND SETDOWN TO TURNTABLE. ACOUSTIC ENGINEER TBC. ALLOW 2 STAGE POUR IN ACCORADNACE WITH TURNTABLE REQUIREMENTS

500 x 2400W BEAM

TYPE W04

10 048

650 PT

11 721

500 x 2400W BEAM

98 -0 3

11 306

10 921 BC

10 809 BC

10 721 BC

10 621 BC

10 521

10 333

600 x 2400W BEAM

POUR 1 BC

POUR 5

11 021

TYPE W04

TO BE REVIEWED

600 x 2400W BEAM

TMJ

11 621

250 PT TYPE W04

99 -7 4 BC

POUR 3

500 x 2400W BEAM

11 408

TYPE W04

250 PT

TYPE W04

95 -2 1

94 -0 6 BC

91 -0 1

16 621

88 -0 9 BC

87 -2 1 BC

TYPE W04

97 -0 3 BC

96 -2 1

TYPE W04

E-W3

TYPE W04

TYPE W02

85 -2 1

84 -7 2

Primary Columns for Tower E within marked zone

600 x 2400W BEAM

86 -2 1

CORBEL

83 -4 5

82 -2 1 BC

D-W3

600 x 2400W BEAM

Primary Columns for Tower D within marked zone

D-W6

CORBEL

Transfer beams for leisure centre column alignment

PMJ

E-W5

250 RC

14 921

15 021

14 821

14 021

500 x 2400W BEAM

RAMP UP

13 801

13 721 BC

13 601 BC

13 501 BC

13 421

RAMP UP

Mezz Plant level above Resi Garbge room SLAB CAST IN CONDUIT NOTES: 1.

4. 5. 6.

Shared Services Zones Multi-court Columns100% RRC COST Specific commentary on drawing to assist costing

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

Tower E ColumnTBC ZoneONCE PROFILES RRC 10% cost allocation

RECEIVED REVISED Residential Zone ONLY. PODIUM PLANS Verticals in this zone still apply

to RRC Costing DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

Shared STower D Column Zone - RRC 19.2% cost allocationervices Zones

03.04.20 05.03.20 20.12.19

P01

27.11.19

REV

DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION

AV AV KS

ISSUED FOR PRELIMINARY INFORMATION

REVISION DESCRIPTION

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.090 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

BASEMENT LEVEL 01 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:16:51 PM

Vertical Load Summary: STRENGTH MAX SIZE SLUMP CEMENT ELEMENT ADMIXTURE Leisure Centre - Levels B2, f'c AGG. mm B1, mmL1, L2, TYPE L2 Mezz, L3 (LHS only) and L4 Roof CONCRETE QUALITY SUSPENDED SLAB 40 20 80 GP Structure. Tower D: - 21 Levels above Gnd and 5 basement levels = 26 levels total SLAB DESIGN NOTES NOTES: - % of Leisure/Total Bld = 5/26 = 19.2% 1. PROVIDE STAINLESS STEEL GUTTERS AND DRIP GROOVES TO FIRE RATING: SLABS EXPOSED WEATHER AT ALLCentre CONSTRUCTIONSupport AND HenceREFER forDRGlevels B6 - L4 incl Footings, 19.2% of size due toTO Leisure S00.010 MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS DETAILS Tower LIVE LOADS:E: 2. ALL DRIP GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 DETAIL. - 35 Levels above Gnd and 5 basement levels 3.= 40PTlevels total PLUS ANY ADDITIONAL LOADING BELOW. CONTRACTOR TO DESIGN SLAB FOR A WORKING AXIAL LOAD, REFER PLANS. SUPERIMPOSED DEAD LOAD: -% of Leisure/Total Bld = 4/40 = 10% 4. FOR ADDITIONAL NON-STRUCTURAL BLOCK WALL LOCATIONS FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 ARCHITECTS DRAWINGS. PT CONTRACTOR TO ALLOW ANYlevels ADDITIONAL LOADING HencePLUSfor B6 -BELOW. L4 incl Footings, 10% of size REFER dueTO to Leisure Centre Support FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. 5. REFER TO ARCHITECTS DRAWINGS FOR FALL DETAILS SERVICEABILITY: Podium Columns/footings: 6. FORMWORKER TO REFER TO DRAWINGS FOR TEMPORARY TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 LOADING PLATFORM FOR LOCATION OF ADDITIONAL SLAB INCREMENTAL DEFLECTION Support B5 toSLABB3 and- SPAN/500 then leisure centre, hence 6/9 = 66% of size from B6 - B3 PENETRATIONS 7. REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR from MISCELLANEOUS NOTES: LOCATIONS OF TEMPORARY PLATFORM SUPPORTS. Leisure Centre loads and 100% of size from B2 to L4 from Leisure Centre REFER TO DRAWING S00.010 FOR GENERAL NOTES.

01.04.20 BBG - COST SPLIT COMMENT FOR LEVELS B06 TO B03 *unmarked areas predominantly RRC use, however, all verticals not highlighted to be apply 66% as RRC Cost

TYPE W24

15 971

1400 x 2400W BEAM

30 -0 6 BC

25 -2 1

24 -2 1

700 x 2400W BEAM

23 -2 1

22 -2 1

500 x 2400W BEAM

TYPE W04

21 -0 4

28 -0 6

29 -0 8

TYPE W04

19 -0 1

700 PT

16 -2 1

250 PT

Step Step

600 RC

600 PT

700 PT

600 PT

15 771 BC

15 671 BC

15 571 BC

15 471 BC

15 371 BC

15 271

FOLD

15 871

TYPE W24

TYPE W04

16 427 BC

16 327 BC 1000 x 2400W BEAM

48 -0 8

52 -2 1

TYPE W04

51 -2 1

47 -1 0

46 -0 6

TMJ

CORBEL

600 PT

45 -2 1

44 -0 9 BC

43 -0 9 BC

41 -0 7 BC

16 221

16 121

900 x 2400W BEAM

1400 x 2400W BEAM

40 -0 7

500 x 2400W BEAM

42 -2 1

39 -2 1

38 -0 4

S te

700 PT

16 021 BC

SSL 12.200

250 PT

37 -0 2

CORBEL

250 PT

TMJ

SSL 12.200

1000 x 3000W BEAM

35 -1 0

34 -0 2

TYPE W04

67 -0 4 BC 62 -0 6 BC

60 -0 9

57 -0 7

61 -2 1

1400 x 2400W BEAM

TYPE W04

55 -6 5

500 x 2400W BEAM

D-W1

Primary Columns for 250 PT Tower E within marked zone 900 x 2400W BEAM 59 -0 9

54 -4 5

TYPE W04

E-W1

Primary Columns for Tower D within marked zone

79 -0 4

80 -0 6 BC

E-W7

E-W2

E-W4

72 -6 5

E-W9

E-W10

78 -2 1

E-W6 E-W8

74 -0 7

900 x 2400W BEAM

16 509

1400 x 2400W BEAM

D-W2

D-W8

D-W4

70 -3 9

500 x 2400W BEAM

Step

250 PT

76 -0 9

D-W5

71 -6 5

Step

D-W9

SSL 11.500

D-W7

600 RC

St e

E-W5

SSL 10.200

S te

600 PT

250 PT 250 PT

D-W6

91 -0 1 BC

90 -2 1

16 621 BC

88 -0 9

D-W3

86 -0 7

84 -6 5

900 x 2400W BEAM

94 -0 6

83 -4 5

E-W3

11 408

11 504

TMJ

1000 x 2400W BEAM

97 -0 2

TYPE W04

250 PT CORBEL

TYPE W04

Step

99 -6 5

TYPE W04

92 -0 6

93 -0 4

300 PT

11 206 BC

11 101

11 021

10 921 BC

10 809

900 x 2400W BEAM

10 333

10 607

TYPE W04

250 PT

CORBEL

SSL 11.500

10 048

600 RC

TMJ

1000 x 3000W BEAM

98 -0 2

11 306

200W UPSTAND

250 PT 250 PT

13 121

13 021

12 921 BC

12 801 BC

12 609

RAMP UP

13 221 BC

12 123

12 421

900 x 2400W BEAM

12 021

11 923 BC

12 721

12 509

250 PT

200W UPSTAND

13 801 BC

13 601 BC

13 501

600 PT BC

600 PT

250 PT

TYPE W24

MISCELLANEOUS NOTES:

REFER TO DRAWING S00.010 FOR GENERAL NOTES.

Shared Services Zones Multi-court Columns- 100% RRC COST Specific commentary on drawing to assist costing

SLAB CAST IN CONDUIT NOTES: 1.

4. 5. 6.

Tower D Column Zone RRC 19.2% cost allocation Tower E Column Zone TBC - ONCE PROFILES RRC 10% cost allocation RECEIVED REVISED

PLANS in Residential ZonePODIUM ONLY. Verticals this zone still apply to RRC Costing

LOCATIONS OF TEMPORARY PLATFORM SUPPORTS.

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.100 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 01 FLOOR PLAN

DRAWN BY:

September.2019 SCALE:

SIZE:

1:100 @ A0

REV:

P04

3/04/2020 7:05:18 PM

Vertical Load Summary: STRENGTH B2, MAX SIZE ELEMENTCentre - Levels Leisure B1, SLUMP L1, L2,CEMENT L2 Mezz, ADMIXTUREL3 (LHS only) and L4 Roof f'c AGG. mm mm TYPE CONCRETE QUALITY Structure. SUSPENDED SLAB 40 20 80 GP Tower D: - 21 Levels above Gnd and 5 basement levels = 26 levels total DESIGN NOTES - % SLAB of Leisure/Total Bld = 5/26 = 19.2% NOTES: STEEL GUTTERS AND DRIP GROOVES TO FIRE RATING: Hence for levels B6 - L4 incl Footings, 19.2% of 1.sizePROVIDE dueSTAINLESS to Leisure Centre Support SLABS EXPOSED TO WEATHER AT ALL CONSTRUCTION AND REFER DRG S00.010 MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS Tower E: DETAILS LIVE LOADS: 2. ALL DRIP GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 - 35 Levels above Gnd and 5 basement levels = 40 levels total DETAIL. PLUS ANY ADDITIONAL LOADING BELOW. 3. PT CONTRACTOR TO DESIGN SLAB FOR A WORKING AXIAL LOAD, - % of Leisure/Total Bld = 4/40 = 10% REFER PLANS. SUPERIMPOSED DEAD LOAD: 4. FOR ADDITIONAL NON-STRUCTURAL BLOCK WALL LOCATIONS FOR TYPICAL SUPERIMPOSED REFERFootings, DRG S00.010 Hence for levels B6 - LOADING L4 incl 10% of size due to Leisure Centre Support REFER TO ARCHITECTS DRAWINGS. PT CONTRACTOR TO ALLOW PLUS ANY ADDITIONAL LOADING BELOW. FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. Podium Columns/footings: 5. REFER TO ARCHITECTS DRAWINGS FOR FALL DETAILS SERVICEABILITY: 6. FORMWORKER TO REFER TO DRAWINGS FOR TEMPORARY LONG TERM SLAB DEFLECTION - SPAN/250 SupportTOTAL B5 to B3 and then leisure centre, hence 6/9 = 66% of size from B6 - B3 from LOADING PLATFORM FOR LOCATION OF ADDITIONAL SLAB INCREMENTAL SLAB DEFLECTION - SPAN/500 Leisure Centre loads and 100% of size from B2 to L4PENETRATIONS from Leisure Centre 7. REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR

TYPE W24

01.04.20 BBG - COST SPLIT COMMENT *unmarked areas predominantly RRC use, however, all verticals not highlighted to be apply 66% as RRC Cost

TYPE W24

15 971

TYPE W04

15 871 BC

15 671

15 771

TYPE W24

15 571 BC

15 471 BC

15 371 BC

15 271

TYPE W24

TYPE W04

16 221

16 121

16 021 BC

TYPE W04

BC TYPE W04

TYPE W04

300 PT SSL 17.500

TYPE W10

17 069

16 969 BC

16 869

TYPE W04

67 -0 4

55 -6 5

300 PT

16 769

250 PT SSL 17.500

51 -2 1

48 -0 8 BC

47 -1 0

BC 45 -2 1 BC

TYPE W04

44 -0 9

43 -0 9

19 207 BC

41 -0 7

40 -0 7

900 x 2400W BEAM

46 -0 6

39 -2 1

CORBEL

250 PT

1000 x 2400W BEAM

PMJ

600 PT

CORBEL

TMJ

1000 x 3000W BEAM

38 -0 4 37 -0 2

30 -0 6

25 -2 1 BC

24 -2 1 BC 35 -1 0 BC

34 -0 2 BC

29 -0 8

500 x 2400W BEAM

23 -2 1

22 -2 1

21 -0 4

28 -0 6

19 -0 1

250 PT

54 -4 5

900 x 2400W BEAM

62 -0 6 BC

59 -0 9

500 x 500W BEAM

D-W1

E-W1

71 -6 5

D-W9

500 x 500W BEAM

E-W2

E-W7

E-W9

E-W10

E-W8 E-W4

72 -6 5

D-W8

E-W6

76 -0 9

D-W2

70 -3 9

900 x 2400W BEAM

80 -0 6

79 -0 4

D-W5

D-W4

300 PT

D-W7

E-W5

300 PT SSL 17.500

D-W6

94 -0 6

17 269

88 -0 9

D-W3

91 -0 1

84 -6 5

900 x 2400W BEAM

17 169

83 -4 5

E-W3

92 -0 6

1000 x 2400W BEAM

11 408

300 PT

TYPE W04

300 PT

11 504

99 -6 5

TYPE W04

97 -0 2

93 -0 4

11 101

17 469

17 369

13 221 BC

13 121 BC

13 021 BC

12 921

12 509

900 x 2400W BEAM

12 801

PMJ

TMJ

CORBEL

300 PT CORBEL

500 PT

500 x 2400W BEAM

10 048

1000 x 3000W BEAM

11 306

10 809

10 333

900 x 2400W BEAM

98 -0 2

11 206

TYPE W04

01.04.20 BBG - COST SPLIT COMMENT FOR LEVELS B06 TO B03 *unmarked areas predominantly RRC use, however, all verticals not highlighted to be apply 66% as RRC Cost

SLAB CAST IN CONDUIT NOTES: 1.

4. 5. 6.

Shared Services Zones Multi-court Columns100% RRC COST Specific commentary on drawing to assist costing

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

Tower E Column Zone PROFILES TBC ONCE RRC 10% cost allocation

RECEIVED REVISED Residential Zone ONLY. Verticals PODIUM in this zonePLANS still apply to RRC Costing DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

Shared STower D Column Zone - RRC 19.2% cost allocationervices Zones

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.110 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 02 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:22 PM

REFER TO DRAWING S00.010 FOR GENERAL NOTES.

18 107

400 PT

TYPE W24

Vertical Load Summary: LeisureELEMENT Centre - Levels B2,MAX B1, L2, L2 Mezz, L3 (LHS only) and L4 Roof STRENGTH SIZE L1, SLUMP CEMENT ADMIXTURE f'c AGG. mm mm TYPE CONCRETE QUALITY Structure. SUSPENDED SLAB 40 20 80 GP Tower D: - 21 Levels above Gnd and 5 basement levels = 26 levels total - % of SLAB Leisure/Total DESIGN NOTES Bld = 5/26 = 19.2% NOTES: 1. due PROVIDE STEEL GUTTERS AND DRIP GROOVES TO HenceFIREfor levels B6 - L4 incl Footings, 19.2% of size to STAINLESS Leisure Centre Support RATING: SLABS EXPOSED TO WEATHER AT ALL CONSTRUCTION AND REFER DRG S00.010 MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS Tower E: DETAILS LIVE LOADS: 2. ALL GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS - 35 LevelsFORabove Gnd andREFER 5 basement levels = 40 levelsDRIPtotal TYPICAL DESIGN LIVE LOADING DRG S00.010 DETAIL. PLUS ANY ADDITIONAL LOADING BELOW. 3. PT CONTRACTOR TO DESIGN SLAB FOR A WORKING AXIAL LOAD, - % of Leisure/Total Bld = 4/40 = 10% REFER PLANS. SUPERIMPOSED DEAD LOAD: 4. NON-STRUCTURAL BLOCK WALL LOCATIONS Hence for FOR levels B6 - L4 LOADING incl REFER Footings, toADDITIONAL Leisure Centre Support TYPICAL SUPERIMPOSED DRG S00.010 10% of size due FOR REFER TO ARCHITECTS DRAWINGS. PT CONTRACTOR TO ALLOW PLUS ANY ADDITIONAL LOADING BELOW. FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. Podium Columns/footings: 5. REFER TO ARCHITECTS DRAWINGS FOR FALL DETAILS SERVICEABILITY: 6. FORMWORKER REFER TO DRAWINGS FOR-TEMPORARY Support B5TOTAL toLONG B3TERMand then leisure centre, hence 6/9 = 66% of TOsize from B6 B3SLAB SLAB DEFLECTION - SPAN/250 LOADING PLATFORM FOR LOCATION OF ADDITIONAL INCREMENTAL SLAB DEFLECTION - SPAN/500 PENETRATIONS from 7. REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR MISCELLANEOUS NOTES: LOCATIONS OF TEMPORARY PLATFORM SUPPORTS. Leisure Centre loads and 100% of size from B2 to L4 from Leisure Centre

18 007

17 907 BC

17 807 BC

17 707 BC

17 607 BC 17 507

500 PT

600 PT

12 123

12 021 BC

11 923

45 -2 1

TYPE W04

44 -0 9

43 -0 9 BC

19 207

41 -0 7

40 -0 7 BC

47 -1 0

39 -2 1

35 -1 0

38 -0 4

17 069

16 969

16 869

TYPE W04

16 769

250 PT

55 -6 5

TYPE W04

48 -0 8 BC

46 -0 6

62 -0 6 BC

59 -0 9

D-W1

E-W1

72 -6 5

E-W7

E-W9

E-W5

D-W7

E-W2

E-W4

E-W8

E-W10

E-W6

D-W2

D-W8

D-W4

76 -0 9

79 -0 4

71 -6 5

D-W5

D-W9

D-W6

91 -0 1

88 -0 9

E-W3

250 PT

D-W3

250 PT 11 408 BC

TYPE W04

99 -6 5

TYPE W04

11 206 BC

11 306

10 048

10 333

11 101

10 809

TYPE W04

92 -0 6

93 -0 4

84 -6 5

13 121 BC

13 021 BC

12 921 BC

12 123

18 107 BC

18 007

17 907 BC

17 807 BC

17 707 BC

17 507

17 607

12 021

12 801

12 509

250 PT

Vertical Load Summary: STRENGTH MAX SIZE SLUMP CEMENT Leisure ELEMENT Centre - Levelsf'cB2, B1, L2 TYPE Mezz,ADMIXTURE L3 (LHS only) and L4 Roof AGG. mmL1, L2, mm CONCRETE QUALITY Structure. SUSPENDED SLAB 40 20 80 GP Tower D: - 21 Levels above Gnd and 5 basement levels = 26 levels total SLAB DESIGN NOTES NOTES: - % of Leisure/Total Bld = 5/26 = 19.2% 1. PROVIDE STAINLESS STEEL GUTTERS AND DRIP GROOVES TO FIRE RATING: SLABS TO WEATHER AT ALL CONSTRUCTION AND Hence for levels B6 L4 incl Footings, 19.2% of size due toEXPOSED Leisure Centre Support REFER DRG S00.010 MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS DETAILS Tower E: LIVE LOADS: 2. ALL DRIP GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 DETAIL. - 35 Levels FOR above Gnd and 5 basement levels = 40 levels total PLUS ANY ADDITIONAL LOADING BELOW. 3. PT CONTRACTOR TO DESIGN SLAB FOR A WORKING AXIAL LOAD, REFER PLANS. - % of Leisure/Total SUPERIMPOSED DEAD LOAD:Bld = 4/40 = 10% 4. FOR ADDITIONAL NON-STRUCTURAL BLOCK WALL LOCATIONS FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 REFER TO ARCHITECTS DRAWINGS. PTSupport CONTRACTOR TO ALLOW Hence for levels B6 - L4 incl Footings, 10% of size due to Leisure Centre PLUS ANY ADDITIONAL LOADING BELOW. FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. 5. REFER TO ARCHITECTS DRAWINGS FOR FALL DETAILS PodiumSERVICEABILITY: Columns/footings: 6. FORMWORKER TO REFER TO DRAWINGS FOR TEMPORARY TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 LOADINGof PLATFORM LOCATIONB6 OF ADDITIONAL Support B5 INCREMENTAL to B3 and then - leisure centre, hence 6/9 = 66% sizeFORfrom - B3 SLAB SLAB DEFLECTION SPAN/500 PENETRATIONS 7. REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR from MISCELLANEOUS NOTES: LOCATIONS OF TEMPORARY PLATFORM SUPPORTS. Leisure Centre loads and 100% of size from B2 to L4 from Leisure Centre

01.04.20 BBG - COST SPLIT COMMENT FOR LEVELS B06 TO B03 *unmarked areas predominantly RRC use, however, all verticals not highlighted to be apply 66% as RRC Cost SLAB CAST IN CONDUIT NOTES: 1.

4. 5. 6.

Shared Services Zones Multi-court Columns100% RRC COST Specific commentary on drawing to assist costing

Shared STower D Column Zone - RRC 19.2% cost allocationervices Zones

Tower E Column Zone RRC 10% cost allocation Residential Zone ONLY. Verticals in this zone still apply to RRC Costing

REFER TO DRAWING S00.010 FOR GENERAL NOTES.

NOT FOR CONSTRUCTION P02 P01 REV

03.04.20 05.03.20 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.111 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 02 MEZZANINE FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P02

3/04/2020 6:17:33 PM

PRELIMINARY ISSUE

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

DRG NUMBER:

JOB NUMBER:

18 907 BC

18 807 BC

18 707

18 607

18 507

15 971 BC

18 469

18 369

15 871

15 771

15 471 BC

15 671

15 571

15 371

15 271

18 205

30 -0 6 BC

29 -0 8 BC

25 -2 1

TMJ

19 107

CORBEL

16 221

16 121

35 -1 0 BC

SSL 24.500

34 -0 2

16 021

PMJ

400 PT

19 007

24 -2 1 BC

23 -2 1

22 -2 1

21 -0 4

19 -0 1

28 -0 6

SSL 24.500

300 PT 48 -0 8

51 -2 1

47 -1 0

46 -0 6 BC

45 -2 1

SSL 24.500

44 -0 9

43 -0 9 BC

19 207 BC

41 -0 7

40 -0 7

CORBEL

37 -0 2

38 -0 4

39 -2 1

300 PT

BC 59 -0 9

62 -0 6

D-W1

54 -4 5

19 305

67 -0 4

55 -6 5

E-W7

500 x 500W BEAM

E-W9

E-W2

E-W4

E-W8

E-W10

76 -0 9

E-W6

BC 72 -6 5

80 -0 6

79 -0 4

D-W2

D-W4

D-W8

500 x 500W BEAM

D-W7

E-W5

700 x 2400W BEAM

D-W6

94 -0 6

83 -4 5

19 505

E-W3

91 -0 1 BC

88 -0 9

84 -6 5

VOID OVER MULTI COURT CENTRE BELOW

70 -3 9

19 405

D-W5

D-W9

71 -6 5

700 x 2400W BEAM

E-W1

D-W3

92 -0 6

93 -0 4

11 408

11 504

97 -0 2

TYPE W04

99 -6 5

TYPE W04

11 206 BC

11 101 BC

10 809

10 333

TYPE W04

19 728 BC

13 221 BC

13 121 BC

13 021 BC

12 921 BC

12 123

Step

250 PT

PMJ

CORBEL

TMJ

17 507

18 107

18 007

17 907 BC

17 807 BC

17 707 BC

17 607

12 021 BC

11 923 BC

SSL 21.500

Vertical Load Summary: Leisure Centre - Levels B2,MAXB1, L1, L2, L2 Mezz, L3 (LHS only) and L4 Roof STRENGTH SIZE SLUMP CEMENT ELEMENT ADMIXTURE f'c AGG. mm mm TYPE CONCRETE QUALITY Structure. 40 20 80 GP TowerSUSPENDED D: SLAB - 21 Levels above Gnd and 5 basement levels = 26 levels total - % ofSLAB Leisure/Total DESIGN NOTES Bld = 5/26 = 19.2% NOTES: HenceFIREfor levels B6 - L4 incl Footings, 19.2% of size toSTAINLESS Leisure Centre Support 1. due PROVIDE STEEL GUTTERS AND DRIP GROOVES TO RATING: SLABS EXPOSED TO WEATHER AT ALL CONSTRUCTION AND Tower E: REFER DRG S00.010 MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS DETAILS LIVE LOADS: - 35 Levels above Gnd and 5 basement levels = 40 levels 2. ALL DRIPtotal GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 DETAIL. PLUS ANY ADDITIONAL LOADING BELOW. - % of Leisure/Total Bld = 4/40 = 10% 3. PT CONTRACTOR TO DESIGN SLAB FOR A WORKING AXIAL LOAD, REFER PLANS. DEAD LOAD: HenceSUPERIMPOSED for FOR levels B6 L4 incl Footings, 10% of size due toADDITIONAL Leisure Centre Support 4. FOR NON-STRUCTURAL BLOCK WALL LOCATIONS TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 REFER TO ARCHITECTS DRAWINGS. PT CONTRACTOR TO ALLOW PLUS ANY ADDITIONAL LOADING BELOW. Podium Columns/footings: FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. 5. REFER TO ARCHITECTS DRAWINGS FOR FALL DETAILS SERVICEABILITY: Support B5 to B3 and then leisure centre, hence 6/9 = 66% ofTOsize from B6 B3 6. FORMWORKER REFER TO DRAWINGS FOR TEMPORARY TOTAL LONG TERM SLAB DEFLECTION - SPAN/250 LOADING PLATFORM FOR LOCATION OF ADDITIONAL SLAB INCREMENTAL SLAB DEFLECTION - SPAN/500 from PENETRATIONS 7. REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR MISCELLANEOUS NOTES: Leisure Centre loads and 100% of size from B2 to L4 from Leisure Centre LOCATIONS OF TEMPORARY PLATFORM SUPPORTS. REFER TO DRAWING S00.010 FOR GENERAL NOTES.

01.04.20 BBG - COST SPLIT COMMENT FOR LEVELS B06 TO B03 *unmarked areas predominantly RRC use, however, all verticals not highlighted to be apply 66% as RRC Cost SLAB CAST IN CONDUIT NOTES: 1.

4. 5. 6.

Shared Services Zones Multi-court Columns100% RRC COST Specific commentary on drawing to assist costing

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

PROFILES TBC ONCE Tower E Column Zone RECEIVED REVISED RRC 10% cost allocation PODIUM PLANS Residential Zone ONLY. Verticals in this zone still apply to RRC Costing DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

Shared STower D Column Zone - RRC 19.2% cost allocationervices Zones

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.120 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 03 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:46 PM

19 605

12 801

12 509

10 048

98 -0 2

11 306

C3 032

C2 732

1200

C0 225

C0 121

1800 C0 469

C3 169

C2 869

1200 1200

C2 942

HOLD AWAITING POSSIBLE POOL

C3 368

2500 x 4000W BEAM

1000 x 3200W BEAM

C3 438

C0 869

C1 036

C3 249

RRC ROOF OVER MULTI-COURTS

PMJ

1000W CORBEL

C0 566

TMJ

C0 666

1200

2 1200 C0 941

1200 SSL 29.500

250 PT

1800

300 PT 250 PT + FIELDERS METAL DECK

C3 647

1500 x 3200W BEAM

C1 129

D-W1

1200

C3 769

C3 549

C1 243

SSL 29.500

C4 052

E-W7

E-W9

C1 435

E-W12

E-W2

E-W4

2000

E-W10

D-W8

E-W6 E-W8

1500 x 3200W BEAM

C3 969

C1 335

250 PT + FIELDERS METAL DECK

C3 826

D-W4

D-W5

2000 x 4800W BEAM

10 D-W

D-W9

1000W CORBEL

E-W1

E-W5

D-W 11

D-W7

1200

TMJ

SSL 29.500

250 PT + FIELDERS METAL DECK

D-W6

C1 529

E-W3

C1 643

C4 152

1500 x 3200W BEAM

D-W3

C4 329

1800

C4 569 C4 647 C4 831

250 PT + FIELDERS METAL DECK

C2 625

C2 521

1500

1200

C2 269

1800

C2 466

C2 130

C2 366

C4 726

1200 C4 467

2000 x 4000W BEAM

2400 SQ. TYP UNO

1500 x 3200W BEAM

C2 036

C1 731

PMJ

1000W CORBEL

240 0 C1 941

250 PT + FIELDERS METAL DECK

C1 869

1200

1300 x 240 0W BEAM

1200

360 0

1200

C4 244

1800

1500 x 3200W BEAM

REFER TO DRAWING S00.010 FOR GENERAL NOTES.

SLAB CAST IN CONDUIT NOTES: 1.

4. 5. 6.

Shared Services Zones Multi-court Zone/ Columns- 100% RRC COST Specific commentary on drawing to assist costing

PRELIMINARY ISSUE NOT FOR CONSTRUCTION

TowerPROFILES E Column Zone TBC -ONCE RRC 10% cost allocation

RECEIVED REVISED Residential Zone ONLY. PODIUM PLANS Verticals in this zone still apply to RRC Costing DRG NUMBER:

JOB NUMBER:

P04 P03 P02

NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE.

Shared STower D Column Zone - RRC 19.2% cost allocationervices Zones

P01 REV

03.04.20 05.03.20 20.12.19 27.11.19 DATE

ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION ISSUED FOR PRELIMINARY INFORMATION REVISION DESCRIPTION

AV AV KS AV BY

abc CONSULTANTS

structural & civil engineers

RHODES STAGE 2 DEVELOPMENT 34 WALKER STREET RHODES NSW

19072 DESIGNED BY:

S02.130 DATE:

RC Phone: (02) 9746 9201 Fax: (02) 9746 9207 Email: info@abc-consultants.com.au Web: www.abc-consultants.com.au

Street Address Suite 2, Level 1, Building C 1 Homebush Bay Drive RHODES NSW 2138

Postal Address PO Box 3339 NORTH STRATHFIELD NSW 2137

LEVEL 04 FLOOR PLAN

DRAWN BY:

September.2019 SIZE:

SCALE:

1:100 @ A0

REV:

P04

3/04/2020 6:17:58 PM

Vertical Load Summary: Leisure Centre - Levels B2,STRENGTH B1, L1, Mezz, L3 (LHS only) and L4 Roof MAX L2, SIZE L2 SLUMP CEMENT ELEMENT ADMIXTURE f'c AGG. mm mm TYPE Structure. CONCRETE QUALITY SUSPENDED SLAB 40 20 80 GP Tower D: - 21 Levels above Gnd and 5 basement levels = 26 levels total - % of Leisure/Total Bld = 5/26 = 19.2% SLAB DESIGN NOTES NOTES: Hence for levels B6 - L4 incl Footings, 19.2% of size due to Centre Support 1. Leisure PROVIDE STAINLESS STEEL GUTTERS AND DRIP GROOVES TO FIRE RATING: SLABS EXPOSED TO WEATHER AT ALL CONSTRUCTION AND REFER DRG S00.010 Tower E: MOVEMENT JOINTS & POUR BREAKS TO HYDRAULIC ENGINEERS DETAILS LIVE LOADS: - 35 Levels above Gnd and 5 basement levels = 40 levels total 2. ALL DRIP GROOVES TO EXPOSED SLAB EDGES TO ARCHITECTS FOR TYPICAL DESIGN LIVE LOADING REFER DRG S00.010 DETAIL. PLUS ANY ADDITIONAL LOADING BELOW. 3. PT CONTRACTOR TO DESIGN SLAB FOR A WORKING AXIAL LOAD, - % of Leisure/Total Bld = 4/40 = 10% REFER PLANS. SUPERIMPOSED DEAD LOAD: 4. FOR ADDITIONAL NON-STRUCTURAL BLOCK WALL LOCATIONS Hence for levels B6 L4 incl Footings, 10% of size due to Leisure Centre Support FOR TYPICAL SUPERIMPOSED LOADING REFER DRG S00.010 REFER TO ARCHITECTS DRAWINGS. PT CONTRACTOR TO ALLOW PLUS ANY ADDITIONAL LOADING BELOW. FOR ADDITIONAL LOADS IN THEIR FLOOR SLAB DESIGN. Podium Columns/footings: 5. REFER TO ARCHITECTS DRAWINGS FOR FALL DETAILS 6. FORMWORKER TO REFER TO DRAWINGS Support B5 toSERVICEABILITY: B3TOTAL and then leisure centre, hence 6/9 = 66% of size from B6 - B3 FOR TEMPORARY LONG TERM SLAB DEFLECTION - SPAN/250 LOADING PLATFORM FOR LOCATION OF ADDITIONAL SLAB INCREMENTAL SLAB DEFLECTION - SPAN/500 PENETRATIONS from 7. REFER TO TEMPORARY WORKS ENGINEERS DRAWINGS FOR MISCELLANEOUS LOCATIONS Centre OF TEMPORARY PLATFORM SUPPORTS. Leisure Centre loads andNOTES: 100% of size from B2 to L4 from Leisure

01.04.20 BBG - COST SPLIT COMMENT FOR LEVELS B06 TO B03 *unmarked areas predominantly RRC use, however, all verticals not highlighted to be apply 66% as RRC Cost

19072 - Rhodes Stage 2 - 34 Walker St. - DA Scheme Typical preliminary reo rates and concrete grades Location Common Area Slab on grade (120mm thick)

25-Feb-20

Concrete Grade

Size Reduction

Reo rate

32 MPa

Nil

SL82 mesh

Basement slabs B6 - B1 Tower slabs typical L5 to L34

40 MPa 40 MPa

Nil Nil

60 kg/m^3 + 6.0kg PT/m^2 60 kg/m^3 + 4.8kg PT/m^2

Pad footings Strip footings

40 MPa 40 MPa

Nil Nil

200 kg/m^3 200 kg/m^3

Podium & Basement Columns (B6 to L4)

65 MPa

Nil

175 kg/m^3

Ramps Stairs

40 MPa 40 MPa

Nil Nil

150 kg/m^3 90 kg/m^3

Precast walls external 200mm thick Precast walls internal 200mm thick

40 MPa 40 MPa

Nil Nil

90 kg/m^3 55 kg/m^3

50 MPa 50 MPa 50 MPa

80% Volume 80% Volume 80% Volume

225 kg/m^3 200 kg/m^3 225 kg/m^3

40 MPa 40% Area Refer attached mark-up 50 MPa 40% Area 40 MPa 250 Thick Walls Refer attached mark-up

150 kg/m^3 175 kg/m^3

50 MPa

300 Thick Walls

200 kg/m^3 225 kg/m^3

50 MPa 50 MPa 50 MPa

90% Volume 90% Volume 90% Volume

200 kg/m^3 200 kg/m^3 225 kg/m^3

50 MPa 60% Area Refer attached mark-up 65 MPa 80 MPa

60% Area 60% Area

50 MPaattached mark-up 500 Thick Walls Refer 65 MPa 80 MPa

600 Thick Walls 600 Thick Walls

200 kg/m^3 225 kg/m^3 250 kg/m^3 150 kg/m^3 175 kg/m^3 200 kg/m^3

C91

C86

C210

D03

D01* D02*

D04

D07

D05* D08 D06

D09

* - Column transferred at L04 CXX - Column from B9-L4

D10

Transfer slab at L04

D11 D12

D15 D13

D16

D14

D18*

D17*

C214 C90*

C85*

C207

BLD D Typical Plan - DA Scheme

BLD D Schedule - DA Scheme

C14

E01*

E02 E04

C53

E03*

C15

C59 E05 C34

E06

E07 C24

E08 C17

C25 C26

* - Column transferred at L04 CXX - Column from B9-L4 Outer Wall

BLD E Typical Plan - DA Scheme

Inner Wall

BLD E Schedule - DA Scheme

Rhodes Central Strata Management Statement Table of Lots Stratum Lot No

Stage

Tower

Component

Description

Tower A Residential

Tower B Residential

Tower A Residential 2

Tower B Uplift Lot

Residential apartment building with associated car parking Residential apartment building with associated car parking Residential apartment building on levels 38 and 39 of Tower A, with associated car parking Future uplift to Tower B

21 22 23 24

Remainder of Lot 24. Residue lot for Future Tower C and Uplift to Tower B

Residential apartment buildings, Retail B and Club with associated car parking to be allocated to Stage 3 lots, and residential uplift components at top of Tower B. Level 3 open space area initially comprising landscaped areas with associated furniture, fittings and equipment. Retail building comprising retail shops and associated car parking Residential apartment building with associated car parking

Retail A

Tower D Residential

Tower E Residential

D&E

Council Lot

D&E

Residual Development Lot

Tower D – Uplift Lot

Residential apartment building with associated car parking and ground level retail premises Council Leisure Centre comprising sports courts, gym, swimming pool, childcare centre, retail/commercial space and a car park. This lot is likely to include residual plantroom space on level 3 and the commercial tenancy on corner of Walker/Gauthorpe and will be subject to future further Subdivision Future uplift to Tower D

Tower E – Uplift Lot

Future uplift to Tower E

Tower B Residential Uplift

Retail B

Tower C Residential

Club

Levels 26 and above residential apartment building with associated car parking Retail building comprising retail shops and associated car parking Residential apartment building with associated car parking Recreational club with associated car parking

25 30

31 32

34 35 41 42 43 44

Rhodes Central – Stage 2 (34 Walker Street) – DRAFT VPA VERSION Schedule 1 - List of Shared Facilities This Schedule describes the Shared Facilities in the Building. The list of Shared Facilities should be read in conjunction with Part 6 of this management statement. Clause Error! Reference source not found. records the items that are included as part of a Shared Facility. Unless a particular item specifies otherwise, Shared Facilities are available for use by each Member, Owner and Occupier. Stage 2 This part of Schedule 1 records Shared Facilities within Rhodes Central Stage 2 No

Item

Description

Location

Member or Lot Benefited

The Building Manager is appointed by the Committee to provide management and operational services for the Building.

N/A

All members

N/A

All members

Management Costs 1.

Building Manager Fee

Fee for the service provided by the Building Manager in accordance with the Strata Management Statement. The building management services will include the services provided by the Building Manager appointed by the Committee. This will include management fees and other fees or charges that the Committee must pay and other costs incurred by the Committee according to its agreement with the Building Manager. 2.

Strata management services

Strata management services include the services provided by the Strata Manager appointed by the committee. Costs for strata management services include, without limitation: (a)

management fees and other fees that the committee must pay to the Strata Manager according to their agreement; and

(b)

other costs incurred by the committee according to its agreement with the Strata Manager;

(c)

accounting fees incurred by the Committee in performing its functions; and

(d)

costs incurred by the Committee to maintain its records (including its financial records) according to this management statement.

4. 5.

Item

Description

Location

Member or Lot Benefited

Capital Works Fund Levies – BMC

The levies imposed upon the Members to establish a capital works fund in accordance with clause 2.7 to pay for the renewal and replacement of the physical Shared Facilities.

N/A

All members

Audit Cost

Cost relating to auditing accounts of the Strata Management Statement.

N/A

All Members

Building Management Committee expenses

Administration, accounting, legal and other expenses payable by the Committee in performing obligations, duties and powers under the management statement

N/A

All Members

Insurance

Costs for insurance include:

N/A

All members

Operating Expenses Water Usage Costs – individual

Water Usage Costs – shared

Signage

(a)

building insurance premiums;

(b)

machinery breakdown insurance premiums;

(c)

public liability insurance premiums for Shared Facilities;

(d)

premiums under other policies effected by the Committee according to this management statement;

(e)

excesses on insurance policies affected by the Committee;

(f)

valuations of the Building for building insurance purposes;

(g)

insurance brokers fee; and

(h)

other insurance related costs incurred by the Committee for the Building, Shared Facilities and under the Easements or under an existing policy.

The cold water supply reticulated throughout the property via a network of pipes, valves and pumps. Water used by the Shared Facilities plant and equipment and fire systems. Signage includes all line marking, directional signage, facility signage and signage for the Building which is located in or on shared facilities. It does not include signage on or within a member’s component of the Building (which only services that component).

Individual Members All Members Throughout Site

All members

Item

Description

Location

Member or Lot Benefited

Costs associated with signage include maintenance, cleaning, repair and lighting.

10.

Building management control system (Residential)

Building management control system, including computer hardware and software to control security system, car park management system, mechanical systems and lifts, located in the Building Manager’s office and security room.

Building Manager’s Office (Location TBC)

Lots 30, 31, 34 and 35

This Shared Facility does not include the Council Leisure Centre Component building management control system that is located in the leisure centre management office. 11.

12.

Manned security

Contract for roving security patrols of shared facilities and the Building.

External Patrols

Security system

The security system includes all security items giving access to Shared Facilities. It includes:

Throughout Building

(a)

Security Keys and associated card readers;

(b)

The security controller located in the Building Manager’s office;

(c)

The security panels on lift doors and the boom gates enabling access;

(d)

Audio intercom system; and

(e)

All wires, cables and ducts to operate the security system computers and controllers.

All Stage 2 Members All Stage 2 Members

This Shared Facility does not include:

13.

Lighting



the intercom and security systems that separately and only service each of lots 30, 31, 34 and 35 in the Residential Component; and



the security system for the Council Leisure Centre, including the Loading Dock.

This shared facility includes:  External lighting including the light poles and fittings located in the shared areas;  External illumination of the Building; and

Ground level (All lots)

All Stage 2 members

Item

Description

Location

Member or Lot Benefited

Lots 30, 31, 33, 34 and 35 Level B3 to B9

Lots 30, 31, 33, 34 and 35

Lot 32 Level B1 to B2

Lot 32

Lot 31 Ground level

All Stage 2 Members

Lot 31 Level 3 plantroom

All Stage 2 Members

 Lighting in shared lobbies and plant rooms. Costs for this shared facility include costs for lighting fittings, globes, cables, stands, maintenance, and electricity consumption that is metered through the common areas meters.

14.

Car park lighting (residential)

Car park lighting on all basement residential car parking areas. Costs for this shared facility include costs for lighting fittings, globes, cables, stands, maintenance, and (if separately metered for this Shared Facility) electricity consumption.

15.

Car park lighting (leisure centre)

Car park lighting on all basement leisure centre car parking areas. Costs for this shared facility include costs for lighting fittings, globes, cables, stands, maintenance, and (if separately metered for this Shared Facility) electricity consumption.

Fire control room 16.

17.

Fire tank and pump room

Room to house fire control equipment, including main detection panel and any subsidiary panels, EWIS panel, smoke control panel, connection to fire brigade, monitors, controls, software, riser space and pipes. Includes cleaning and repair, all associated electrical infrastructure, maintenance and replacement of the room and equipment. Includes any mechanical ventilation required to the fire control room and all access ways/service corridors required to access the fire control room and any mechanical ventilation/exhaust plantroom and equipment. Water tank supplying sprinkler systems Room to house fire pump plant and equipment, including; 

pumps, valves, controls, meters (where appropriate), riser space and pipes

 diesel and other consumables; and cleaning and repair, maintenance and replacement of the room and equipment.

Item

Description

Location

Member or Lot Benefited

Lot 35 residential tower E roof plantroom

Lot 31, 32, 34 and 35

Includes any dedicated mechanical supply and exhaust system. 18.

High stage fire tank and pump room

Water tank supplying sprinkler systems Room to house fire pump plant and equipment, including; 

pumps, valves, controls, meters (where appropriate), riser space and pipes

 diesel and other consumables; and cleaning and repair, maintenance and replacement of the room and equipment. 19.

20.

21.

Fire stairs

Fire stairs throughout the Building providing emergency egress from the Building.

All levels (All Lots)

All Stage 2 Members

Fire stair pressurisation and fan room

Includes fan rooms on level 3 (Lot 30 and 31) and all motors, fans, controls, ducting, grilles, filters, pipe work, electrical components and other items that form part of the stair pressurisation systems. This shared facility includes the stair pressurisation equipment and fan room adjacent to each fire stair including the associated risers and ducts.

Within fire stairs and associated risers/ducts

All Stage 2 Members

Fire Services General

Fire Sprinkler System - Includes the Fire Services Tank (L3), Fire pump (L3), Fire Sprinkler Valve (B1) and all other valves, boosters, pumps, storage tanks, pipework and electrical infrastructure that form part of the fire sprinkler system. Fire Hydrant System - Including Fire Hydrant Pump (B1), Fire Services Tank (B1), Fire Hydrant & Booster Enclosure (Ground Level) all valves, valve rooms, booster, pumps, reels, storage tanks, supplementary hydrants, and pipework necessary for the Fire Hydrant System. Fire Alarms, Automatic Fire Detections and Alarm systems, Building Occupant Warning System, Fire electrical system including all brigade monitoring, horns and speakers etc. Emergency warning and intercommunication system (EWIS) and fire alarm system including alarms, speakers and electrical infrastructure, detection systems including all smoke, fire and heat detectors and electrical infrastructure that forms part of the detection system. Fire Hose reel cupboards including, hose reels and associated hydrant pipes and plant.

and Level 3 fan rooms Throughout Building

All Stage 2 Members

22.

Item

Fire Services contracts – routine and non-routine

Description Portable fire extinguishers All other apparatus and infrastructure comprising integrated fire systems. All services incl. mechanical ventilation required to the above rooms and all access ways/service corridors required to access these areas. Including associated mechanical ventilation/exhaust plantroom and equipment. All required monitoring, testing and maintenance of the above items. The fire detection and prevention systems (wet and dry) including: 

fire detection system including all fire, smoke and heat detectors including electrical components that form part of the fire detection system;



fire sprinkler system including all booster pumps, valves, storage tanks, associated pipework, and electrical components, etc;



Fire hydrant and hose reel system including all booster pumps, valves, storage tanks, associated pipework and electrical components etc;



fire extinguishers;



fire system inspection, testing, monitoring and certification;



fire detection panel, EWIS panel, smoke control panel, connection to fire brigade and smart graphic system, and associated electrical components; and



all other items associated with the shared fire services.

Location

Member or Lot Benefited

All Lots

All Stage 2 Members

N/A

All Members

Lot 31 Ground level

All Stage 2 Members

Costs for the fire system include the costs to comply with any obligations of the Committee regarding fire safety. The fire system does not include additional fire safety equipment or services installed in a strata scheme, Strata Lot or Stratum Lot by a Member, Owner or Occupier. 23.

Annual fire certification

24.

Booster valve cupboard

Essential services certification for the whole of Rhodes Central. Cupboard to house booster valves, including valves, controls, meters (where appropriate), riser space and pipes, and cleaning and repair, maintenance and replacement of the cupboard and equipment.

25.

Item

Description

Location

Gas regulator cupboard

Cupboard/cage to house gas regulators and meters for Residential Towers and Council Leisure Centre component. Includes meters, valves, controls, riser space, pipes and cables. Includes authority connection to mains Room to house gas regulators and meters for Residential Towers and Council Leisure Centre component. Includes meters, valves, controls, riser space, pipes and cables. Includes authority connection to mains. Room to house residential water meters, including pumps, valves, controls, meters, riser space and pipes. Includes authority connection to mains. Supply fans and room to house supply fans, controls, ducts and associated equipment. Supply fans and room to house supply fans, controls, ducts and associated equipment. Room to house car park air supply fans, controls, ducts and associated equipment.

Lot 31 Ground level

Member or Lot Benefited All Stage 2 Members

Lot 31 Ground level

All Stage 2 Members

Lot 31 B1

All Stage 2 Members

Lots 30, 31, 34 and 35

Lots 30, 31, 33, 34 and 35

Lot 32 Level B1 to B2 Lots 31 and 32 Level 3 Lots 30, 31, 34 and 35

Lot 32

Lot 32 Level B1 to B2

Lot 32

Lots 31 and 32 Level 3

All Stage 2 Members

Lot 31 Level B1

All Stage 2 Members

Lot 31 Level 3

All Stage 2 Members

Gas regulator room 26.

Water meter room 27.

28.

Car park supply fans (residential)

29.

Car park supply fans (leisure centre)

30.

Car park supply fan room

31.

Car park exhaust fans (residential)

32.

Car park exhaust fans (leisure centre)

33.

Car park exhaust fan room

34.

Supply air transfer fans

Fan room 35.

38.

Exhaust fans and room to house exhaust fans, controls, ducts and associated equipment. Room to house car park air exhaust fans, controls, ducts and associated equipment.

Supply air transfer fans supplying residential and leisure centre car parks. Includes fans, controls, ducts and associated equipment. Fan room housing car park fans and exhaust system. Includes fans, controls, ducts and associated equipment in the room (if not covered under another Shared Facility).

Lots 30, 31, 33, 34 and 35

Plenum

Any shared plenum associated with the carpark mechanical system.

All Lots

All Stage 2 Members

Essential Mechanical Services Switch Board (MSSB) Cold water pump room

TBC

Lot 31 Level B1

All Stage 2 Members

36. 37.

Exhaust fans and room to house exhaust fans, controls, ducts and associated equipment.

All Stage 2 Members

Room to house hydraulic pumps and Sydney Water meters, including pumps,

Item

Description

Location

Member or Lot Benefited

Lot 31 Level 3

Lots 30, 31, 33, 34 and 35

Lot 31 B1

All Stage 2 Members

Lot 31 Level B9

All Stage 2 Members

Gauthorpe Street

Lots 30, 31, 34 and 35

Marquet Street

Lots 32 and 33

valves, controls, meters, riser space and pipework. 39.

40.

Residential Main communications room

Main switch room

Room housing equipment for MDF, telephones, NBN equipment, CCTV equipment, security equipment and Embedded Network provider computer equipment. Includes the room and the communication equipment in the room and associated ducts, cables and equipment, throughout the Building. Electrical switch room for the Building, including switches, meters, controls, risers, pipes, cables. Includes cleaning and repair, maintenance and replacement of the room and equipment. Includes the maintenance of any connections and infrastructure associated with the Ausgrid Substation Chamber that is not owned by Ausgrid. Includes any dedicated access and mechanical air system to the main switch room.

Sewer pump out pits 41.

Inground sewer pump out pits and pump stations for connection to main, including all associated pumps, ventilation fans, conduits, tanks, pits, pipes, any associated water meters and water charges. The shared facility includes any cleaning and routine and non-routine maintenance costs associated with this shared facility. This Shared Facility includes any ground water treatment plant in the Building relating to the treatment of water before it enters the main drainage system.

42.

Sewer boundary trap No. 1

43.

Sewer boundary trap No. 2

Sewer boundary trap and connections point located on Gauthorpe Street, servicing drainage from all residential stratum Lots. This is a Shared Facility to the extent that any part is within Rhodes Central or the costs associated with the boundary trap and connection point are not borne by the Council Authority. Sewer boundary trap and connections point located on Marquet Street, servicing drainage from all Stratum Lots. This is a Shared Facility to the extent that any part is within Rhodes Central or the costs associated with the boundary trap and connection point are not borne by the Council Authority.

44.

Item

On-site stormwater detention tanks

Description

Location

Detention tanks for stormwater, including:

Lot 31 B1 and Ground Level

 pumps, valves, controls, meters (where appropriate), filters, grates, hatches and pipes; and

Member or Lot Benefited All Stage 2 Members

 cleaning and repair, maintenance and replacement of the tanks and equipment.  Stormwater boundary connection point on Gauthorpe Street Includes obligations under any positive covenant in favour of Council Authority. 45.

Rain water tank

Water tank receiving rain water from roof and suppling irrigation systems and toilet flushing. Includes all pumps, valves, filters, pipes and associated equipment, and repair, maintenance and replacement of the tank, pumps, valves, filters, pipes and associated equipment.

Lot 31 B1 and Ground level

All Stage 2 Members

Various locations Level B3 to B9

Lots 30, 31, 34 and 35

Lot 31 (Location TBC)

Lots 30, 31, 34 and 35

Includes associated plant and equipment associated with connection to the recycled water system. Included any dedicated mechanical system servicing the room. 46.

Building Manager’s store rooms

47.

Building Manager’s office

Store room in various locations labelled “Building Manager’s Store Room” or similar, to house cleaning equipment. Includes cleaning and repair, maintenance and replacement of the room. Office to house Building management staff and Building monitoring systems, car park monitoring and security equipment, including furniture and equipment, computers, CCTV and other security and monitoring equipment and systems and related software, and their repair, maintenance and replacement. This Shared Facility does not include any CCTV and other security and monitoring equipment and systems, and related software, that solely services the Leisure Centre Component or the Residential Component. Includes air conditioning system to the building managers room.

48.

Item

Description

Location

Tower E Lifts and lobbies (Lifts No. LE.01, LE.02, LE.03 LE.04 and LE.05)

Lifts in Tower E between B9 and level [35], providing:

Lot 31 & 35



access for occupiers of lots 31 and 35;



access to level [35] plant for the Council Leisure Centre Owner pursuant to easement to access and use lifts for service and maintenance purposes only [(X)] created in the Stratum Plan;



access for construction purposes pursuant to easement to access and

Member or Lot Benefited Lots 31, 32 and 35

Includes all ancillary equipment, switches and controls and cleaning, repair, maintenance and replacement of the lifts and ancillary equipment. This Shared Facility includes access to and from the lifts via corridors and stairs using the most direct route or a route nominated by the Committee, from time to time. Costs for this Shared Facility include: 

lift maintenance contract and repair of the lifts; and



other costs associated with the use and operation of the lifts. Lift core pump out pits

 49.

Tower D Lifts and lobbies (Lifts No. LD.01, LD.02, LD.03 LD.04 and LD.05)

Lifts in Tower D between B9 and level [19], providing: 

access for occupiers of lots 30 and 34



access to level [19] plant for the pursuant to easement to access and use lifts for service and maintenance purposes only variable width [(X)] created in the Stratum Plan; and

lift maintenance contract and repair of the lifts; and

Lots 30 and 34

Lots 30, 31, 34 and 35

Item

Tower E lobby 50.

Tower D lobby 51.

Description



other costs associated with the use and operation of the lifts.



Lift core pump out pits

Entry and lift lobby areas within lot 31, including floor finishes, wall finishes, signage, ceiling and fixtures, furniture and fittings. Includes repair, maintenance and replacement of the floor finishes, walls, signs and lighting servicing the area. Includes area with mail boxes for apartments in Tower E. Includes repair, maintenance and replacement of the mail boxes. Entry and lift lobby areas within lot 30, including floor finishes, wall finishes, signage, ceiling and fixtures, furniture and fittings. Includes repair, maintenance and replacement of the floor finishes, walls, signs and lighting servicing the area.

Location

Member or Lot Benefited

Lot 31 Ground level

Lots 31 and 35

Lot 30 Ground level

Lot 30 and 34

Lot 30 Level B4

Lots 30, 31, 34, 35

Includes area with mail boxes for apartments in Tower D. Includes repair, maintenance and replacement of the mail boxes. 52.

Garbage Transfer Room and garbage lift (Lift no. LD.06)

Holding area for non-recyclable and recyclable garbage bins before Council collection, including equipment in the room. Includes cleaning and repair, maintenance and replacement of the room and equipment. Includes the garbage lift between levels B4 and B1 for movement of garbage receptacles between basement levels for lots 30, 31, 34, and 35 pursuant to easement for garbage purposes [(X)] created on the Stratum Plan, and all costs of cleaning, repair, maintenance and replacement of the lift. Includes all ancillary lift equipment, switches and controls and cleaning, repair, maintenance and replacement of the lift and ancillary equipment. This Shared Facility includes access to and from the lift via easement for garbage purposes [(X)]. Costs for this Shared Facility include: 

lift maintenance contract and repair of the lifts; and



other costs associated with the use and operation of the lift.

Item

Description

Location

53.

Tower E Garbage Room

Lot 31 Level B4

54.

Tower D Garbage Room

55.

Bulky Waste Room (residential)

56.

Residential Garbage Collection Room

Garbage room for storage of Tower E garbage bins. Includes exhaust risers, ducts and fans and ancillary equipment expelling odours from the garbage room. Garbage room for storage of Tower D garbage bins. Includes exhaust risers, ducts and fans and ancillary equipment expelling odours from the garbage room. Holding area for residential bulky waste before collection from the Building. Includes equipment in the room. Included any dedicated mechanical system. Holding room for garbage bins prior to collection of residential garbage from the Building. This area is the subject of easement for garbage purposes [(X)] created in the Stratum Plan.

57.

Garbage chutes (Tower E)

58.

Garbage chutes (Tower D)

Loading Dock B 59.

60.

61.

Roller shutters, driveways and vehicle control (Residential)

Roller shutters, driveways and vehicle control (Council Leisure Centre)

Garbage chutes and chute rooms on each level from B4 to level [34], including chute ducts and chute management system, plant, equipment and software systems. Includes maintenance, cleaning, repair and replacement of these items. Garbage chutes and chute rooms on each level from B6 to level 32 (or top level with apartments), including chute ducts and chute management system, plant, equipment and software systems. Includes maintenance, cleaning, repair and replacement of these items. Loading dock accessed from Walker Street, including cleaning and repair and maintenance of the dock and equipment in the dock, loading dock manager and any costs of running the dock. Includes the cost of any dedicated loading dock manager. Included mechanical systems to all shared areas of the loading dock. Covers all roller shutters, gates, driveways and vehicle access control at residential entries and servicing Lots 30, 31, 34 and 35. Includes repair, replacement and maintenance of roller shutters, gates, access control systems, plant and equipment, and driveway cleaning and maintenance. Covers all roller shutters (including for Loading Dock), gates, driveways and vehicle access control at Council Leisure Centre entries and servicing Lot 32. Includes repair, replacement and maintenance of roller shutters, gates, access control systems, plant and

Member or Lot Benefited Lots 31 and 35

Lot 30 Level B4

Lot 30 and 34

Lot 30 Level B4

Lots 30, 31, 34 and 35

Lot 31 Level B1

Lots 30, 31, 34 and 35

Lots 31 and 35 Levels B4 to [34]

Lots 31 and 35

Lots 30 and 34 Levels B4 to [34]

Lots 30 and 34

Lot 31 and 32 Level B1

All Stage 2 Members

Lot 31

Lots 30, 31, 34 and 35.

Lot 32 B1

Lot 32

Item

62.

Gauthorpe Street car park entry

63.

Walker Street car park entry Service bays

64. Car Wash Bay 65.

66.

Visitor Car Parking Spaces

67.

Electric vehicle charging bays

68.

Car Share Scheme Spaces

69.

Kitchen exhaust systems

70.

Level 4 Open Space Area

Description equipment, and driveway cleaning and maintenance. Shared car park entry and entry control systems, including repair, replacement and maintenance of plant, equipment and systems. Shared car park entry and entry control systems, including repair, replacement and maintenance of plant, equipment and systems. 5 service bays on level B3 for use by contractors and service people servicing residential apartments. One car wash bay on B3 and car wash drainage/waste trap, and consumption of water if separately metered. Includes all pumps, valves, pipes and associated equipment, and repair, maintenance and replacement of the tank, pumps, valves, pipes and associated equipment. [20] visitor car parking spaces for use by all residential components of Rhodes Central. Electric vehicle charging bays for the charging of electric vehicles. Includes all equipment in and servicing the bays and systems for metering and charging for electricity consumed. Includes contract with Evergy (or other embedded network provider) for the use and operation of the electric vehicle charging bays. [2] car share scheme parking bays for use by a car scheme operator pursuant to a contract with the [TBC] Lot Owner. Includes the rights and obligations under the agreement with the car share scheme operator and the cleaning, repair and maintenance of the bays to the extent this is not performed by the car share scheme operator. Kitchen exhaust chimney and fan systems servicing the Council Leisure Centre Component, including risers, ducts, motors, fans and ancillary equipment in various locations. Includes rights and obligations under easement for kitchen exhaust services (whole of lot) numbered [X] in the Stratum Plan. Outdoor and undercover landscaped area for recreation of Occupiers. Includes landscaped garden areas, any water features, seating areas and furniture, fittings and associated plant and equipment. Includes cleaning,

Location

Member or Lot Benefited

Lot 32 Ground level

All Stage 2 Members

Lot 42 Ground level

All Stage 2 Members, Lot 25 and 42

Lot 31 Level B3

Lots 30, 31, 33, 34 and 35.

Lot 31 Level B3

Lots 30, 31, 34 and 35.

Lot 31 Level B3

Lots 30, 31, 34 and 35.

Lot 31 Level B3

Lots 30, 31, 34 and 35.

Lot 32

All Stage 2 Members

Lots 30, 31 and 32

Lot 32

Lots 30 and 31

Lots 30, 31, 34, and 35

Item

Description

Location

Member or Lot Benefited

Landscaped planter box around the perimeter of level 3 plantroom areas

Lot 30, 31, 32 and 33

Landscaped setback zone on level 2 mezzanine located within Council Leisure Centre. Trafficable roof areas for maintenance access on level 3 areas.

Lot 32

Lot 30, 31, 32, 33, 34 and 35 Lot 32

Outdoor swimming pool(s) located on level 4 residential communal gardens. Includes all associated pumps, filers, heating and equipment, store rooms, decking, outdoor furniture, pool cleaners, chemicals. Four (4) off smoke exhaust chimneys servicing the indoor playing courts for the Council Leisure Centre.

Lot 30

Lot 32

TV antennae and all ancillary equipment. Includes repair, maintenance and replacement of the equipment. The Lot 33 owner has the right to locate aerials and telecommunications antennae and equipment on the Tower E and Tower D rooves. This Shared Facility does not include those aerials, antennae and equipment.

Lots 30, 31, 34 and 35

Lots 30, 31, 33, 34 and 35

Lots 31 and 35

Lots 30 and 34

Lots 30 and 31

Lots 30, 31, 34 and 35

maintenance, repair and replacement of all the paving, planting, furniture, fittings, associated plant and associated equipment.

71. 72. 73.

Level 3 perimeter plantar box and landscaping Level 2 – Landscaped setback zone Level 2 trafficable roof areas for maintenance access. Level 4 Pool

74.

75.

76.

77.

Level 4, Smoke exhaust chimneys for Leisure Centre Playing Courts TV aerial and QAM head end equipment

Residential façade – Tower E

The external façade of the residential components of Tower E.

Lot 31 and 32

Lot 30, 31, 32, 34 and 35. Lot 30, 31, 34, 35

Includes cleaning and washing of façade and external surfaces in Lots 31 and 35, and repair, maintenance and replacement of the external façade. 78. 79.

80.

Residential façade – Tower D

The external façade of the residential components of Tower D.

Footpath awnings

Awnings above pedestrian ground level footpaths on Marquet Street and Waker Street, and any awnings over the through site link the subject of easement for public access [(X)] created in the Stage 2 Stratum Plan. Includes maintenance, repair and replacement of the awnings.

Level 3 roof and plantar

[TBC]

Ground Floor and L1

81.

82.

Item

Description

Location

Member or Lot Benefited

Cooling towers

Cooling towers on Tower E roof to supply chilled water to Lot 31, 32 and 35 including meters, booster pumps and hydraulic pipes, valves and associated pipework, electrical components and equipment. Includes cleaning, repair, maintenance and replacement of the area and equipment.

Lot 31 and 35

Lot 31, 32 and 35

Non-potable (recycled) water plant

Non-potable (recycled) water plant for supply of recycled water to all Stage 2 Members including water tanks, meters, pumps, booster pumps and hydraulic pipes, valves and associated pipework, electrical components and equipment. Includes cleaning, repair, maintenance and replacement of the area and equipment.

Location TBC

All Stage 2 Members

Includes any pump rooms housing pumps and associated equipment. Including any dedicated mechanical air system to the plantroom. 83.

Exhaust systems – Tower E

Smoke exhaust and management systems for the extraction of smoke and fumes from residential apartments, including risers, ducts, fans, motors and all ancillary equipment.

Lot 31 and 35

84.

Hot water plant – Tower E

Hot water plant on roof for supply of hot water to lot 31 and 35, including hot water tanks, gas heater, meters, booster pumps and hydraulic pipes, valves and associated pipework, electrical components and equipment. Includes cleaning, repair, maintenance and replacement of the area and equipment.

Lot 31 and 35

85.

Cold water plant – Tower E

Cold water plant on roof for supply of cold water to lot 31 and 35, including water tanks, meters, booster pumps and hydraulic pipes, valves and associated pipework, electrical components and equipment. Includes cleaning, repair, maintenance and replacement of the area and equipment.

Lot 31 and 35

86.

Exhaust systems – Tower D

Smoke exhaust and management systems for the extraction of smoke and fumes from residential apartments, including risers, ducts, fans, motors and all ancillary equipment.

Lot 30 and 34

Item

Description

Location

Member or Lot Benefited

87.

Hot water plant – Tower D

Hot water plant on roof for supply of hot water to lot 30 and 34, including hot water tanks, gas heater, meters, booster pumps and hydraulic pipes, valves and associated pipework, electrical components and equipment. Includes cleaning, repair, maintenance and replacement of the area and equipment.

Lot 30 and 34

88.

Cold water plant – Tower D

Cold water plant on roof for supply of cold water to lot 30 and 34, including water tanks, meters, booster pumps and hydraulic pipes, valves and associated pipework, electrical components and equipment. Includes cleaning, repair, maintenance and replacement of the area and equipment.

Lot 30 and 34

89.

Residential garbage removal contract

Contract for the removal from the Building of residential garbage from Tower D and Tower E.

Lots 30, 31, 34 and 35

All Lots

All Stage 2 Members

All Lots

All Stage 2 Members

This Shared Facility will only apply if Council does not collect residential garbage from the Building.

90.

Mechanical Ventilation Contract

Routine and non-routine regular service and maintenance contract(s) in relation to other plant which are Shared Facilities including:    

91.

Fire Services contracts – routine and non-routine

supply fans; various shafts and ducts; exhaust fans; and stair pressurisation fans.

Contracts relating to fire detection and prevention systems (wet and dry) including: 

fire detection system including all fire, smoke and heat detectors including electrical components that form part of the fire detection system;



fire sprinkler system including all booster pumps, valves, storage tanks, associated pipework, and electrical components, etc;



Fire hydrant and hose reel system including all booster pumps, valves, storage tanks, associated pipework and electrical components etc;



fire extinguishers;

Item

Description 

fire system inspection, testing, monitoring and certification;



fire detection panel, EWIS panel, smoke control panel, connection to fire brigade and smart graphic system, and associated electrical components; and



all other items associated with the shared fire services.

Location

Member or Lot Benefited

Pest control in all Shared Facilities areas including inspection, treatment and remedial actions.

All Lots

All Stage 2 Members

Embedded Network Services

Embedded Network Services used by or in connection with the Shared Facility areas, Shared Facilities and by any other areas in the Building that are not separately metered.

Throughout Building

Lots 30, 31, 33, 34 and 35

n/a

All Stage 2 Members

92. 93.

The consumption by the unmetered areas will be calculated by totalling the relevant Embedded Network Service supplied to all components of the Building through the master meters or gate meters and deducting from that total the total volume of the Embedded Network Service supplied through secondary meters in the Building to Strata Lots and Stratum Lots and to any Shared Facility areas, Shared Facilities and common areas that are separately metered. The cost is to be shared in the proportion to the GFA of each Member's Stratum Lot in relation to the GFA of all Stratum Lots, as recorded in Schedule 2. 94.

Unmetered utility consumption to the Building

Charges for utility consumption (such as water, gas and electricity) by Shared Facility areas, Shared Facilities and by any other areas in the Building that are not separately metered. The consumption by the unmetered Shared Facility areas and Shared Facilities will be calculated by deducting the consumption by Strata Lots and Stratum Lots and by any Shared Facility

Item

Description

Location

Member or Lot Benefited

n/a

The Members who are entitled to use the relevant Shared Facility area, Shared Facility or common area

Cleaning of Shared Facilities and shared areas used by all Members. This shared facility includes the cleaner’s room and storerooms located throughout the Building for the cleaning of shared areas.

n/a

All Stage 2 Members

Cleaning of level 4 Open Space.

Level 4 Lot 30 and 31

Lots 30, 31, 34, and 35

Ground level to B9

All Stage 2 Members

Ground level to B2

All Stage 2 Members

n/a

All Members who use the relevant area or Shared Facility All Members who use the relevant area or Shared Facility All Members who use the relevant area

areas and Shared Facilities that are separately metered from the total consumption by the Building as measured by the utility provider’s gate meters in or for the Building. Includes all utilities other than Embedded Network Services covered elsewhere in this schedule. The cost is to be shared in the proportion to the GFA of each Member's Stratum Lot in relation to the GFA of all Stratum Lots, as recorded in Schedule 2. 95.

Utility consumption to metered common areas

Charges for utility consumption by Shared Facility areas, Shared Facilities and common areas that is metered but not separately metered to any Shared Facility. The cost is to be shared in the proportion of the GFA of each entitled Member's Stratum Lot in relation to the GFA of all entitled Member's Stratum Lots, as recorded in Note 1 of Schedule 2.

Cleaning expenses 96.

Cleaning - general

97.

Cleaning – Level 4 Open Space

98.

Cleaning - Carpark (residential)

Cleaning of car park entry, driveway areas and car park on all car park levels. This Shared Facility does not include cleaning of the car park within the Council Leisure Centre Lot.

99.

Cleaning – Loading Dock

Cleaning of Loading Dock and associated entry and driveway areas.

100.

101.

Repair and maintenance expenses R&M – General Repair and maintenance on Shared Facilities not covered in specific categories – such as shared plant rooms, shared fire stairs, car park and loading dock entry etc. R&M – Carpentry & Repair and maintenance of Shared Locks Facilities involving carpentry and door locks to Shared Facility areas. R&M – Painting

102.

Repair and maintenance of Shared Facilities involving painting to Shared Facility areas.

n/a

Item

Description

Location

R&M – Plumbing

Repair and maintenance of Shared Facilities involving plumbing to Shared Facility areas.

n/a

103.

R&M – Electrical 104.

Repair and maintenance of Shared Facilities involving electrical including:  maintenance and testing of shared switchboards;  emergency light testing and maintenance to Shared Facility areas; and  lamp replacement to shared areas.

n/a

Member or Lot Benefited or Shared Facility All Members who use the relevant area or Shared Facility All Members who use the relevant area or Shared Facility

Rhodes Central – Stage 2 (34 Walker Street) – DRAFT VPA VERSION Schedule 2 - Division of costs for Shared Facilities The percentages in the second and third columns represent the percentage of the total cost for each Shared Facility that the Members must pay. If this Annexure does not apportion the costs for particular Shared Facility, the Members must contribute towards the Shared Facility according to clause [X] This Schedule must be read with clause [X] under which some Members obligations to pay the costs of Shared Facilities are suspended.

Stage 2 This part of Schedule 2 records the division of costs for Shared Facilities within Rhodes Central Stage 2. No

Item

Lot 30

Lot 31

Lot 32

Lot 33

Lot 34

Lot 35

Method of division

Percentage Management Costs 1.

Building Manager Fee

Strata management services

Capital Works Fund Levies – BMC

4. 5.

Audit Cost Building Management Committee expenses Insurance

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

–

Proportion based on replacement value of each lot and determined in accordance with the provisions of the Strata Schemes Development Act 2015 as if the Lots are lots in a part strata building.

–

[X]%

[X] %

[X]%

[X] %

Actual usage measured by sub meters for each lot. Proportion based on actual usage measured by sub meters for each lot. Relative GFA (see note 1)

Operating Expenses 7. 8. 9.

Water Usage Costs – individual Water Usage Costs – shared Signage

Lot 30 [X]%

Lot 31 [X]%

Lot 32 -

Lot 33 -

Lot 34 [X]%

Lot 35 [X] %

Method of division

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative number of car spaces (see note 2)

100 %

Fire control room

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Fire tank and pump room

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

17.

High stage fire tank and pump room

[X]%

[X] %

Relative GFA (see note 1)

18.

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Fire Services General Fire Services contracts – routine and non-routine Annual fire certification Booster valve cupboard

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Gas regulator cupboard Gas regulator room

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Water meter room

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

No 10.

11.

12.

13.

Item Building management control system (Residential) Manned security

Security system

Lighting

14.

Car park lighting (residential)

15.

Car park lighting (leisure centre)

16.

19. 20.

21. 22. 23. 24. 25.

Fire stairs Fire stair pressurisation and fan room

26. 27.

Relative GFA (see note 1)

100% of cost paid by Lot 32

No 28. 29. 30. 31. 32. 33. 34.

Lot 30 [X]%

Lot 31 [X]%

Lot 32 -

Lot 33 [X] %

Lot 34 [X]%

Lot 35 [X] %

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Cold water pump room

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Residential Main communications room Main switch room

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Item Car park supply fans (residential) Car park supply fans (leisure centre) Car park supply fan room Car park exhaust fans (residential) Car park exhaust fans (leisure centre) Car park exhaust fan room Supply air transfer fans Fan room

35. Plenum 36. 37.

38. 39.

Essential Mechanical Services Switch Board (MSSB)

40. 41.

Sewer pump out pits

Method of division Relative number of car spaces (see note 2) 100% of cost paid by Lot 32 Relative number of car spaces (see note 2) Relative number of car spaces (see note 2) 100% of cost paid by Lot 32 Relative number of car spaces (see note 2) Relative number of car spaces (see note 2) Relative GFA (see note 1)

Sewer boundary trap No. 1

[X]%

[X] %

Relative GFA (see note 1)

42.

[X] %

Relative GFA (see note 1)

43.

Sewer boundary trap No. 2

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

44. 45. 46. 47.

On-site stormwater detention tanks Rain water tank Building Manager’s store rooms Building Manager’s office

No 48.

49.

Lot 31 [X]%

Lot 32 [X] %

Lot 33 -

Lot 34 -

Lot 35 [X] %

Method of division

Tower E Lifts and lobbies (Lifts No. LE.01, LE.02, LE.03 LE.04 and LE.05) Tower D Lifts and lobbies (Lifts No. LD.01, LD.02, LD.03 LD.04 and LD.05) Tower E lobby

Lot 30 -

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Tower D lobby

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Garbage Transfer Room and garbage lift (Lift no. LD.06) Tower E Garbage Room Tower D Garbage Room Bulky Waste Room (residential)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

Residential Garbage Collection Room

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Roller shutters, driveways and vehicle control (Residential) Roller shutters, driveways and vehicle control (Council Leisure Centre) Gauthorpe Street car park entry Walker Street car park entry Service bays

[X]%

[X] %

Relative number of car spaces (see note 2)

[X] %

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Car Wash Bay

[X]%

[X] %

Visitor Car Parking Spaces Electric vehicle charging bays

[X]%

[X] %

[X]%

[X] %

Relative number of car spaces (see note 2) Relative number of apartments (see note 3) Relative number of apartments (see note 3)

Item

50. 51. 52. 53. 54. 55. 56.

57. 58.

Garbage chutes (Tower E) Garbage chutes (Tower D) Loading Dock B

59. 60.

61.

62. 63. 64. 65. 66. 67.

Relative GFA (see note 1)

100% of cost paid by Lot 32

No 68. 69. 70. 71.

72.

73.

74. 75.

Item Car Share Scheme Spaces Kitchen exhaust systems Level 4 Open Space Area Level 3 perimeter plantar box and landscaping Level 2 – Landscaped setback zone Level 2 trafficable roof areas for maintenance access. Level 4 Pool Level 4, Smoke exhaust chimneys for Leisure Centre Playing Courts

76.

TV aerial and QAM head end equipment

77.

Residential façade – Tower E

78.

Residential façade – Tower D

79. 80. 81. 82.

Footpath awnings Level 3 roof and plantar Cooling towers Non-potable (recycled) water plant

83.

Exhaust systems – Tower E

84.

Hot water plant – Tower E

Lot 30 [X]%

Lot 31 [X]%

Lot 32 [X] %

Lot 33 [X] %

Lot 34 [X]%

Lot 35 [X] %

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X] %

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X] %

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

Method of division Relative number of apartments (see note 3) Relative GFA (see note 1)

100% of cost paid by Lot 32

Item

85.

Cold water plant – Tower E

86.

Exhaust systems – Tower D

87.

Hot water plant – Tower D

88.

Cold water plant – Tower D

89.

90. 91.

Residential garbage removal contract Mechanical Ventilation Contract Fire Services contracts – routine and non-routine

92.

Pest Control Contract

93.

Embedded Network Services

94.

95.

Unmetered utility consumption to the Building Utility consumption to metered common areas

Lot 30 -

Lot 31 [X]%

Lot 32 -

Lot 33 -

Lot 34 -

Lot 35 [X] %

[X]%

Relative GFA (see note 1)

[X]%

Relative GFA (see note 1)

[X]%

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

For each Shared Facility or common area, relative GFA (see note 1) of Lots entitled to use the relevant common area

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

Relative number of car spaces (see note 2)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Method of division Relative GFA (see note 1)

Cleaning expenses

96.

Cleaning - general

97.

Cleaning – Level 3 Open Space

98.

Cleaning – Car park (residential)

99.

Cleaning – Loading Dock

Repair and maintenance expenses [X]% [X]%

R&M – General 100.

R&M – Carpentry & 101. Locks R&M – Painting 102.

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Lot 31 [X]%

Lot 32 [X] %

Lot 33 [X] %

Lot 34 [X]%

Lot 35 [X] %

Method of division

R&M – Plumbing

Lot 30 [X]%

R&M – Electrical

[X]%

[X] %

[X]%

[X] %

Relative GFA (see note 1)

Item

103. 104.

Relative GFA (see note 1)

Notes: 1. Relative GFA is the relative useable floor areas of the components of the Building, being, for each Stratum Lot, the sum of the floor areas within the walls or other external limits, less areas used as plant rooms (such as mechanical plant and equipment rooms), electrical equipment and switchrooms, tank rooms, lift motor rooms, meter cupboards and rooms, telecommunication switchrooms, refuse collection areas, loading docks, service bays and car parking spaces, car park driveways, lift shafts, service ducts and fire stairs. However, if the predominant use of a Stratum Lot is any of these excluded uses (such as for the housing plant and equipment or as a car park), areas used for these purposes will be included in the GFA. The GFA areas on each level are recorded in the table at the end of these notes. The GFA areas (rounded) are as follows:

Lot

Building

GFA (sqm)

Percentage

Tower D Residential

[TBC]

[X] %

Tower E Residential

[TBC]

[X] %

Council Recreation Centre Lot

[TBC]

[X] %

Residual Development Lot

[TBC]

[X] %

Tower D – Uplift Lot

[TBC]

[X] %

Tower E – Uplift Lot

[TBC]

[X] %

[TBC]

100%

Total Lot

Tower D & Tower D

GFA

Percentage

Tower D Residential

[TBC]

[X] %

Tower E Residential

[TBC]

[X] %

Tower D – Uplift Lot

[TBC]

[X] %

Tower E – Uplift Lot

[TBC]

[X] %

[TBC]

100%

Total Lot

Tower D & Tower D Uplift

GFA

Percentage

Tower D Residential

[TBC]

[X] %

Tower D – Uplift Lot

[TBC]

[X] %

[TBC]

100%

Total

Lot

Tower E & Tower E Uplift

GFA

Percentage

Tower E Residential

[TBC]

[X] %

Tower E – Uplift Lot

[TBC]

[X] %

[TBC]

100%

Total

2. The relative number of car spaces in the buildings are:

Lot

Building

Car spaces

Percentage

Tower D Residential

[TBC]

[X] %

Tower E Residential

[TBC]

[X] %

Council Recreation Centre Lot

[TBC]

[X] %

Residual Development Lot

[TBC]

[X] %

Tower D – Uplift Lot

[TBC]

[X] %

Tower E – Uplift Lot

[TBC]

[X] %

[TBC]

100%

Total

3. The relative number apartments in the buildings are: Lot

Tower D & Tower D

Apartments

Percentage

Tower D Residential

[TBC]

[X] %

Tower E Residential

[TBC]

[X] %

Tower D – Uplift Lot

[TBC]

[X] %

Tower E – Uplift Lot

[TBC]

[X] %

[TBC]

100%

Total Lot

Tower D & Tower D Uplift

Apartments

Percentage

Tower D Residential

[TBC]

[X] %

Tower D – Uplift Lot

[TBC]

[X] %

[TBC]

100%

Total

Lot

Tower E & Tower E Uplift

Apartments

Percentage

Tower E Residential

[TBC]

[X] %

Tower E – Uplift Lot

[TBC]

[X] %

[TBC]

100%

Total

GFA areas table: Level

Lot 30 (sqm)

Lot 31 (sqm)

Lot 32 (sqm)

Lot 33 (sqm)

Lot 34 (sqm)

Lot 35 (sqm)

B8 B7 B6 B5 B4 B3 B2 B1 Ground Level 2 Level 3 Level 4 Level 5 Level 6 Level 7 Level 8 Level 9 Level 10

[TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC]

Total GFA by levels (sqm) [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC]

Level

Lot 30 (sqm)

Lot 31 (sqm)

Lot 32 (sqm)

Lot 33 (sqm)

Lot 34 (sqm)

Lot 35 (sqm)

Level 11 Level 12 Level 13 Level 14 Level 15 Level 16 Level 17 Level 18 Level 19 Level 20 Level 21 Level 22 Level 23 Level 24 Level 25 Level 26 Level 27 Level 28 Level 29 Level 30 Level 31 Level 32 Level 33 Level 34 Level 35 Level 36 Level 37 Level 38

[TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC]

Total GFA by levels (sqm) [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC] [TBC]

Total

[TBC]