ARC3102_24_ClaudiaChong_FinalFolio

ARC3102 ARCHITECTURAL PERFORMANCE 4: INTEGRATED DESIGN AND PROFESSIONAL STUDIES S1 2024 ASSIGNMENT 4: FINAL FOLIO & REFLECTIVE JOURNAL CLAUDIA LYNN CHONG 29228301

ARC3102 ARCHITECTURAL PERFORMANCE 4: INTEGRATED DESIGN AND PROFESSIONAL STUDIES S1 2024

CONTENTS

ASSIGNMENT 1

03

ASSIGNMENT 2

41

ASSIGNMENT 3

45

REFLECTIVE JOURNAL

61

REFERENCES & RESOURCES

62

FINAL INVOICE

63

CC ARCHITECTS

ASSIGNMENT 1: PROFESSIONAL SERVICES PROPOSAL NORTHCOTE PERFORMING ARTS CENTRE

CLC ARCHITECTS CONTENTS

COVER LETTER

03

RETURN BRIEF

04

1 INTRODUCTION 2 PROJECT DESCRIPTION 3 PROJECT DESIGN DEVELOPMENT 4 REGULATORY REVIEW

SCHEDULE OF SERVICES & FEES

19

PROJECT & TIME PLANNING

20

THE NEXT STEP

21

CLIENT ARCHITECT AGREEMENT

22

CC ARCHITECTS Tom Kirkland Victorian School Board Authority 33 St Andrews Pl, East Melbourne, VIC 3002

Claudia Lynn Chong 900 Dandenong Rd, Caulfield East VIC 3145 +61 (0) 429 228 301 ccho0045@student.monash.edu

27 February 2024 Dear Mr Kirkland, This letter is regarding the design and construction of Northcote High School’s Performing Arts and VCE Centre.

We, CC Architects, would love to engage in this project following the Concept Design by Kerstin Thompson Architects. Our studio has great interest and experience in the design of regenerative and carbon neutral buildings in accordance with the Living Building Challenge.

The complete range of our architecture services is specified in the return brief and Client Architect Agreement, as detailed in Schedule A, with a fee breakdown in Schedule B. These fees adhere to the industry standard, representing 10% of the overall building costs. However, the A2 Design Development and A4 Construction Documentation phases constitute 5% of the total project budget.

Forecast Cost of Works (FCW) is $4,545,454 (excl. GST), Complete Architectural Purposes (10% of FCW) is $454,545 (excl. GST), Design Development is $68,182 (excl. GST), Construction Documentation is $159,000 (excl. GST), Totalling to $227,272 (excl. GST). These rates may differ and the architect reserves the right to charge additional fees should the project budget or scope of services increase.

Please refer to the CAA2019 for details.

We would love to schedule a meeting to discuss the project to share how we can add value to this exciting opportunity. We look forward to your kind reply on the dates that work for you for the said meeting.

Thank you for your kind consideration.

Best Regards, Claudia Chong Director, CC Architects

RETURN BRIEF: 1 INTRODUCTION 1.1 Project Background Business Name: CC Architects Client Contact: Victorian School Board Authority Contact Number: 0429 228 301 Site Address: 19-25 St Georges Rd, Northote VIC 3070 Due date for completion: 07/06/2024 Review dates/s: 15/03/2024, 19/04/2024, 24/05/2024 Budget: $5 Million (incl. GST) Product/service/brand name: Northcote High School Performing Arts and VCE Centre (a co-educational state secondary school) Key objectives: The client wishes to produce an energy positive building that achieves the highest level of regenerative performance

1.2 Project Reference Group The Project Reference Group (PRG) is a project governance body that consists of representatives of key project stakeholders. During the course of the project the members of the PRG work together collaboratively with the aim of achieving the optimal outcomes for the project and at regular intervals.

The PRG meets formally to discuss key issues and risks and also review and endorse submissions.

The PRG members for Northcote High School Performing Arts and VCE Centre include: Public School VIC Director School Representative(s) AMU Representative P&C Representative DoE Program Manager, Cherry Energy Solutions Project Manager - TBC Head Design Consultant - Kerstin Thompson Architects

1.3 Purpose of this Document The Return Design Brief summarises the project’s needs and the results of design stages following the Design Concept provided by Kerstin Thompson Architects. These stages involve a thorough examination of the project’s objectives and exploring the best development possibilities for the school site. It will document the collaborative process and serve as a foundation for approval by the PRG. Furthermore, it will guide the creation of a Business Case and future design stages.

RETURN BRIEF: 2 PROJECT DESCRIPTION 2.1 Location Northcote High School is located on St Georges Road in Northcote, Victoria, Australia. Positioned at the southern edge of the City of Darebin, it serves the local community.

All government schools in Victoria have a School Council that operates under a legislative framework within the Victorian government school system with particular functions in setting and monitoring the school’s direction.

The heritage of the site belongs to the Wurundjeri People. The family group most likely to have lived on the land now known as the City of Darebin is the Wurundjeri Willam clan, whose Ngurungaeta was Billebillary. This land may have also been used by the Bebejan family group, as they were based around the Heidelberg area.

Source: Northcote High School https://www.nhs.vic.edu.au/about-us/school-council/, City of Darebin History, https://www.darebin.vic.gov.au/Community-and-pets/Aboriginal-Darebin/History-of-Aboriginal-Victoria#:~:text=It%20is%20important%20that%20we,the%20City%20of%20Darebin%20home

Source: Department of Education & Whereis Maps

RETURN BRIEF: 2 PROJECT DESCRIPTION 2.2 Site The school itself comprises of multiple lots and buildings. Most notably, the site is located with St. Georges Highway to its East, and Merri Creek to its Southwest. It is also flanked by Sumner Avenue and Eunson Avenue to it’s North and South respectively.

The site consists of a cluster of school buildings distributed evenly through the plot.

Source: Kennedy Nolan https://www.kennedynolan.com.au/ northcote-high-school-masterplan

The site level is predominently a gentle gradient, with the Northcote Highschool plot itself being relatively level, with a slight incline on the West side of the site.

Further site analysis to be included

Source: https://en-au.topographic-map.com/map-c87zs/ Northcote-District/?center=-37.77439%2C144.9864&ba se=2&zoom=16

RETURN BRIEF: 2 PROJECT DESCRIPTION 2.3 Existing Building The existing Northcote High School Performing Arts and VCE Centre’s Concept Design is provided by Kerstin Thompson Architects.

The functional and spatial arrangement of the building is defined by two components: a red brick structure that constitutes the outer shell, and nestled within it, a black brick structure housing the performance area, albeit loosely centered.

Source: Kerstin Thompson Architects

RETURN BRIEF: 2 PROJECT DESCRIPTION 2.4 Scope The existing Northcote High School Performing Arts and VCE Centre’s Concept Design is provided by Kerstin Thompson Architects.

The functional and spatial arrangement of the building is defined by two components: a red brick structure that constitutes the outer shell, and nestled within it, a black brick structure housing the performance area, albeit loosely centered.

The building will remain largely as is in terms of floor plan and layout.

CC Architects are to engage in the following scope of design (incl. % based fees): • •

Design Development (15%) Construction Documentation (35%)

Source: Kerstin Thompson Architects

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.1 Design Process Who we are As the Northcote High School Performing Arts and VCE Centre’s Design Concept has already been provded by Kerstin Thompson Architects, our goal at CC Architects is to enable the vision of the design of the Performing Arts Centre to follow the inital concept as faithfully as possible while allowing the building to be as regenerative and align with the Living Building Challenge as much as possible. This will hopefully be done in as much possible collaboration with the original architects at KTA as possible giving us a unique approach to this project.

Furthermore, as architects we acknowledge the importance of respecting the original custodians of the land and aim to cause as small of an impact on the environmental ecoscape of the site as possible.

CC Architects aims to follow the Darebin Planning Scheme in: • • • • • •

Easier compliance with building requirements through passive design; Reduction of costs over the life cycle of the building; Improved affordability over the longer term through reduced running costs; Improved amenity and liveability; More environmentally sustainable urban form; and Integrated water management.

Source: Kerstin Thompson Architects

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.2 Darebin Planning Scheme Important areas for improvement for us as CC Architects in accordance with the Darebin Planning Scheme include and are not restricted to: Place • To improve the efficient use of energy, by ensuring development demonstrates design potential for ESD initiatives at the planning stage.

• To reduce total operating greenhouse gas emissions.

• To reduce energy peak demand through particular design measures (eg; appropriate building orientation, shading to glazed surfaces, optimise glazing to exposed surfaces, space allocation for solar panels and external heating and cooling systems).

Water Resources • To improve water efficiency.

• To reduce total operating potable water use.

• To encourage the collection and reuse of stormwater.

• To encourage the appropriate use of alternative water sources (eg; greywater).

Indoor Environment Quality • To achieve a healthy indoor environment quality for the wellbeing of building occupants, including the provision of fresh air intake, cross ventilation and natural daylight.

• To achieve thermal comfort levels with minimised need for mechanical heating, ventilation and cooling.

• To reduce indoor air pollutants by encouraging use of materials with low toxic chemicals.

• To reduce reliance on mechanical heating, ventilation, cooling and lighting systems.

• To minimise noise levels and noise transfer within and between buildings and associated external areas.

Stormwater Management • To reduce the impact of stormwater run-off.

• To improve the water quality of stormwater run-off.

• To achieve best practice stormwater quality outcomes.

• To incorporate the use of water sensitive urban design, including stormwater re-use.

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.2 Darebin Planning Scheme Transport • To ensure that the built environment is designed to promote the use of walking, cycling and public transport in that order.

• To minimise car dependency.

• To promote the use of low emissions vehicle technologies and supporting infrastructure.

• Waste management • To ensure waste avoidance, reuse and recycling during the design, construction and operation stages of development.

• To ensure durability and long term reusability of building materials.

• To ensure sufficient space is allocated for future change in waste management needs, including (where possible) composting and green waste facilities.

Urban Ecology • To protect and enhance biodiversity within the municipality.

• To provide environmentally sustainable landscapes and natural habitats, and minimise the urban heat island effect.

• To encourage the retention of significant trees.

• To encourage the planting of indigenous vegetation.

• To encourage the provision of space for productive gardens, particularly in larger residential developments.

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.3 Living Building Challenge The objective of the Living Building Challenge is to transition our mindset from merely reducing harm within the built environment to actively fostering a flourishing future. It establishes the highest sustainability standards and strives to bridge the gap between current practices and desired positive outcomes.

This initiative aims to redefine our approach to design and construction, urging each action to have a positive impact on both the natural world and human society.

Living Building projects are assessed based on seven comprehensive guidelines known as “Petals,” which cover various aspects of sustainability including material selection and occupant well-being.

These seven Petals consist of: • • • • • • •

1. Place 2. Water 3. Energy 4. Health and Happiness 5. Materials 6. Equity 7. Beauty

Each Petal is further subdivided into specific requirements called “imperatives,” totaling twenty imperatives within the Challenge. While “Petal Certified” buildings must meet a certain number of imperatives, “Fully Certified” projects are required to fulfill all twenty.

Source: https://www.buildinggreen.com/newsbrief/living-building-challenge-40-released-alongside-new-core-program

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.3 Living Building Challenge Areas for improvment in regards to the Living Building Challenge include and are not limited to: Place • Further emphasis on the place where the site is located can be placed - through the use of incorporating local flora and scenery in the Design Development

Place Petal Inital Research

Source: Atlas of Living Australia

Water • Water efficiency can be improved through the implementation of a water recycling system and water tank storage - the collection and reuse of stormwater to encourage the appropriate use of alternative water sources (eg; greywater).

Water Petal Inital Research

Source: Cleanawater

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.3 Living Building Challenge Areas for improvment in regards to the Living Building Challenge include and are not limited to: Energy • The carbon footprint of the building can be improved through the use of solar panelling in order to power the building • Additionally, design and material choice can improve passive insulative qualities in heating and cooling the building • encouraging use of materials with low toxic chemicals.

• To reduce reliance on mechanical heating, ventilation, cooling and lighting systems.

• To minimise noise levels and noise transfer within and between buildings and associated external areas.

Energy Petal Inital Research

Source: EvoEnergy

Health and Happiness • A healthier interior environment can be created through ensuring that there is adequate natural ventilation and sunlight in the Design Development

Health and Happiness Petal Inital Research

Source: Researchgate

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.3 Living Building Challenge Areas for improvment in regards to the Living Building Challenge include and are not limited to: Materials • In order to ensure the lowest carbon footprint as possible, it is important in the Design Development to use either recycle/recyclable materials or new materials that are able to be sourced locally to ensure the lowest transportation carbon footprint as possible • Ensure a long life usage of the building or reusability of building materials

Materials Petal Inital Research

Source: DTU

Materials Petal Inital Research

Source: https://newbuildings.org/code_policy/embodied-carbon/

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.3 Living Building Challenge Areas for improvment in regards to the Living Building Challenge include and are not limited to: Equity • It is important to ensure that in the Design Development phase, design measures are taken in order to allow for and provide ease for those with disabilities - the design should allow for not only universal access but universal comfort and ease of usage

Equity Petal Inital Research

Source: Australian Government Department of Industry, Science and Resources - Premises Standards Review 2021

Beauty • Acknowledgment and respecct will be given to the Design Concept provided by Kerstin Thompson Architects • However, in accordance with the Living Building Challenge, improvements can be made in the biophilic design and closeness to nature of the building • That being said, the education and inspiration aspect of the Beauty petal is well addressed through the Design Concept

Beauty (Biophilia) petal inital research

Source: Stephen R. Kellert, Nature by Design: The Practice of Biophilic Design

RETURN BRIEF: 3 REGENERATIVE PERFORMANCE REVIEW 3.4 Site SWOT Summary

• Original Concept Design is innovative and beautiful, credited to Kerstin Thompson Architects.

• Building has outer and inner box layers, providing a context that aids in connection to its site and surrounding • The Southeast lot on the site allows for traffic access potential from the East and South sides.

• The Concept Design of the building does not provide a distinct approach to the environmental regenerative qualities that make a building a regenerative Living Building Challenge certified building • See 3.5 for detailed summary of a list of areas for improvement in accordance with the Living Building Challenge

• Opportunity to improve accessibility to the school building from the two roads flanking it • Opportunity to enhance the eco-friendly and carbon neutrality of the design of the building • Opportunity to pay homage and respect the original Design Concept by Kerstin Thompson Architects while embracing the Living Building Challenge • Opportunity to morph the design into a a slightly more biophilic form

• The larger scale of the project means that it would be more difficult to create a successful Living Building Challenge project • Living Building Challenge buildings are typically residential and hence, total design would be neccessary in order to fully reach its potential • The site itself does not have much pre-existing connection to local native flora - hence there would have to be an addition in order to create a closeness to nature in accordance to the Living Building Challenge • Difficulties lie in ensuring that the design is not altered too much from its original vision by Kerstin Thompson Architects

RETURN BRIEF: 4 REGULATORY REVIEW • • • •

The land use zone of the site is PUZ2 Education The NCC class of the site is Class 9b - buildings are assembly buildings in which people may gather for social, theatrical, political, religious or civil purposes. They include schools, universities, childcare centres, pre-schools, sporting facilities, night clubs, or public transport buildings.

Therefore, Provisions of NCC Section J apply.

The project does not require a Town Planning Permit as it is a public school - (A capital project is a project to construct either new facilities or make significant, long-term renewal improvements to existing facilities.)

Source: https://mapshare.vic.gov.au/vicplan/

SCHEDULE OF SERVICES & FEES In accordance with CAA2019:

$68,182 (excl. GST)

$159,000 (excl. GST)

$227,272 (excl. GST)

FEES • Forecast Cost of Works (FCW) is $4,545,454 (excl. GST) • Complete Architectural Purposes (10% of FCW) is $454,545 (excl. GST) • Design Development is $68,182 (excl. GST) • Construction Documentation is $159,000 (excl. GST) • Totalling to $226,272 (excl. GST) Please refer to CAA2019 Client Architect Agreement Document attached: Schedule B, and clauses D1, D4, and D6 for more details.

PROJECT & TIME PLANNING Project and time planning to be updated along with progress of the project.

THE NEXT STEP If you choose to select CC Architects for the development of this project, we will proceed in accordance with the architectural design phases such as: • •

Design Development Construction documentation

The design of the Northcote High School Performing Arts and VCE Centre will be developed from its initial concept design by Kerstin Thompson Architects in accordance with the Living Building Challenge as a guideline and measure of design success.

The building will be developed such that it becomes a sustainable regenerative buildings through improvements in the aspects of: • • • • • • •

Place Water Energy Health and Happiness Materials Equity Beauty

(Please refer to 3.3 of the Return Brief for further detail on improvement goal specifications)

The immediate next step following contracting us, CC Architects, is the provision of revised designs of the Northcote High School Performing Arts and VCE Centre.

The design development will be done in back and forth phases while communicating about design goals and expectations with you, the client.

The design development and planning will also be revised and created in accordance with regulatory guidelines in the area of Northcote, Victoria and its governing and regulatory bodies, as well as the Victoria Public School Board.

2019 Client Architect Agreement (CAA2019)

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

1

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© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

CLIENT ARCHITECT AGREEMENT AGREEMENT MADE ON

15

/

03

/

24

BETWEEN:

(insert date when the last person signs)

THE CLIENT

Victorian School Board Authority 52 705 101 522 ABN Client’s representative John Doe Address 33 St Andrews Pl, East Melbourne

Name

VIC 3002

vsba@education.vic.gov.au

Email

2. If the Client is a corporation, executed in accordance with section 127 of the Corporations Act 2001:

1800 896 950

Facsimile

By signing below, you agree to be bound by the terms and conditions of this Agreement:

Sign the section below only relevant to you:

1. If the Client is an individual, individual trustee, or partnership:

Telephone

Signed Signed

Signed director/sole director

director/secretary

Date

Date

AND

Claudia Lynn Chong

THE ARCHITECT

Name

The Architect is a person who is registered by the relevant Architects Registration Board.

ABN Architect’s representative

Registration No.

0987654567

93 573 489 384

900 Dandenong Rd, Caulfield East VIC 3145 Telephone +61 (0) 429 228 301

Address

Sign the section below only relevant to you:

Email

ccho0045@student.monash.edu

Facsimile

Signed Claudia Signed

Signed director/sole director

Date

director/secretary

Date

FOR the Project:

A brief description of the project scope: Our objective at CC Architects is to facilitate the realisation of the design vision for the Northcote High School Performing Arts and VCE Centre, striving to adhere closely to the initial concept by Kerstin Thompson Architects while ensuring alignment with the principles of the Living Building Challenge, particularly emphasising regenerative practices. We aim to achieve this goal through extensive collaboration with the original architects at KTA, offering a distinctive approach to this project.

located at the Site:

The address or location of the site for the Project:

19-25 St Georges Rd, Northcote VIC 3070

Cost of Works forecast:

The initial forecast which is subject to change during the Project is:

For the definition, see section M.

$ 4,545,454 © Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

(excl GST) 1

Defined terms are in Bold. For definitions, see page 6. Item means an item set out in SCHEDULE B, page 11.

A.

SERVICES

(SEE SCHEDULES A AND B)

A.3.

The Cost of Works

1.

The Client agrees that its budget for the Total Project Cost appropriately takes into account the initial budget for the forecast Cost of Works set out on page 1 of this agreement.

2.

The forecast Cost of Works may be revised during the Project and such revisions must be in accordance with advice of the Architect, any other consultant advice, tenders or offers received and any adjustments during construction.

3.

Whenever revised forecasts of the Cost of Works are prepared, the Client and the Architect must first agree the revised forecast Cost of Works.

4.

Forecasts of the Cost of Works are indicative only and do not guarantee the actual Cost of Works.

A.4.

Program of Services

1.

The Client must inform the Architect of the initial program for the Project and from this, the Client and the Architect will agree an initial program for the Services.

2.

The parties may revise the initial program during the Project by mutual agreement.

A.5.

Protracted Services

1.

If the Services are protracted by any cause beyond the Architect’s control:

A.1. Architect’s Obligations The Architect must: 1.

deliver the Services described in this agreement with the reasonable skill, care and diligence expected of an architect who has experience with projects of a similar type, size, complexity and value to the Project;

2.

act as the Client’s agent for the Project and, if included in the Services, as required under the selected building contract;

3.

maintain accurate records and keep the Client informed of progress at all stages by way of meetings, reports and other means;

4.

notify the Client promptly when an instruction from the Client or any other requirement changes the scope of Services or requires services that are not delivered under this agreement;

5.

6.

notify the Client of any matter connected with the Services, that may give rise to an ethical or regulatory conflict of interest; if a conflict of interest arises, notify the Client and (if required) suspend the services until the conflict is removed or the agreement is terminated under clause K, in which case clause K.2.2 applies;

7.

comply with applicable Code of Practice; and

8.

maintain all necessary registration and accreditations to deliver the Services in the state or territory of the Site.

A.2.

Services or Responsibilities Not Included

a the Architect must promptly notify the Client of the cause and, where possible, the anticipated extent of the delay; b the parties must meet to negotiate in good faith and agree a change to the Fee in accordance with clause D.8; and c at that meeting, the parties must agree a revised program under clause A.4.2.

Despite anything expressed or implied elsewhere in this agreement, the parties acknowledge and agree that: 1.

2.

3.

4.

the Architect is not responsible for ensuring the constructed Project complies with the building contract documents, but if the Architect performs contract administration services as part of the Services, will instruct the building contractor regarding requirements of the building contract documents according to the contract terms;

If the parties do not agree a change to the Fee and a revised program, the Architect may terminate this agreement effective immediately by giving the Client a notice and clause K.2.2 applies.

A.6.

Suspended Services

1.

If the Services are suspended for any reason by the Client or the Architect:

the Architect gives no express or implied warranty that the Project or the design is fit for the Client’s purposes;

a the Architect is entitled to payment of all Fees and Disbursements due under this agreement up to the date the Services are suspended; and

any natural materials selected for a project may change in appearance or dimension following exposure to use or climatic conditions and this is normal behaviour for such materials; the scope of the Services does not include any services relating to or in connection with asbestos, other hazardous materials, or any other site contaminant;

5.

on completion of the works, the Client is responsible for ongoing and regular maintenance of the Project, including its systems, finishes and equipment;

6.

the Client bears the full risk and responsibility for items, materials, fixtures and fittings sourced or supplied and requested by the Client to be incorporated into the Project; and

7.

2.

the Client releases and indemnifies the Architect from any claim arising from or in connection with each of the acknowledgements and agreements in this clause A.2.

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

b all other rights and entitlements of the Architect continue as though the suspension had not taken place.

2.

If the Services are suspended by the Client or under clause D.3.3, the Architect is also entitled to reimbursement of all costs associated with the suspension, including resuming the Services.

B.

CLIENT OBLIGATIONS

The Client agrees to: 1.

appoint the Architect to act as its agent for the Project as necessary for the Architect to carry out the Services;

2.

when a builder has been appointed and contract administration forms part of the Services, only issue instructions for the builder through the Architect;

2

3.

agree with the Architect a reasonable budget for the Cost of Works;

4.

provide all information required by the Architect to complete the Services;

5.

cooperate fully with the Architect to ensure efficient and satisfactory progress through all stages of the Project, including prompt confirmation of approvals given for the Services;

6.

engage directly the Specialist Consultants specified in Item 4, after consultation with the Architect, on the conditions in clause E.1;

7.

allow the Architect reasonable access to photograph or otherwise record the Project before or after completion;

8.

allow the Architect to publicise the Project including for marketing purposes or awards, unless the parties agree otherwise;

9.

attribute the Architect in accordance with clause F.2;

10.

comply with the Architect’s reasonable requirements or directions in respect of access to the Site; and

11.

notify the Architect of any details of the Project that the Client requires the Architect to keep confidential.

C.

ADMINISTRATION

The parties acknowledge and agree that:

D.4

Percentage Fee

1.

If a percentage fee is selected and applies under Item 1 for a component of the Services, the total Fee the Client must pay for that component is that percentage multiplied by the Cost of Works.

2.

Subject to clause D.4.3, percentage fees are calculated and adjusted progressively against the forecast Cost of Works and are subject to final adjustment against the final Cost of Works when known.

3.

The Client is not entitled to recover any part of the Fees that it has previously paid to the Architect for Services that have been performed if the scope of Services is reduced or the Project has changed, reducing the final Cost of Works.

D.5 Lump Sum Fee If a lump sum fee is selected and applies for a component of the Services under Item 1, the total Fee the Client must pay for that component is the amount stated in Item 1.

D.6

Hourly Rate Fee

1.

If an hourly rate fee is selected and applies under Item 1 for a component of the Services, the total Fee the Client must pay for that component is the hourly rate in Item 2 multiplied by the number of hours of each employee engaged in providing the component of the Services.

2.

If the Client requests, the Architect must, within 7 days of the request, give the Client time sheets or other records to show all actual hours spent on the Project.

3.

Hourly rates in Item 2 are subject to annual review in line with the Consumer Price Index (All Groups).

1.

the Client authorises the Architect to proceed with the Services;

2.

the person named in this agreement as the party’s representative is authorised to exercise all rights, powers, authority and functions of the party it represents under this agreement; and

3.

either party may, at any time, replace its nominated representative and must notify the other party of any such replacement.

D.7

Disbursements

1.

The Client must either pay to or reimburse the Architect those Disbursements listed in Item 3.

D.

FEES

2.

D.1

Fees payable

Disbursements are subject to an additional 15% fee to cover the Architect’s administration costs where indicated in Item 3 and this cost will be payable at the same time as the payment or reimbursement of the Disbursement.

(SEE SCHEDULE B)

In exchange for delivering the Services, the Client must pay to the Architect: 1.

the Fee; plus

D.8

Change to the Services

2.

all adjustments to the Fee as determined in accordance with the agreement; plus

1.

3.

Disbursements, if applicable.

If during the course of this agreement, the Architect considers that the Project requires a greater or reduced scope of Services, the parties must negotiate and agree:

D.2

Submitting Claims

a the changed scope of Services; b the changes to the Fee in Item 1 and any Disbursements in Item 3 (as appropriate);

The Architect may each month submit to the Client one claim for payment (including GST) in the form of a tax invoice. The claim must clearly state those amounts that relate to the Fee and Disbursements being claimed.

D.3

Paying Claims

1.

The Client must pay the amount in a claim for payment (including GST) within 10 business days after receiving it.

2.

The Client must pay interest at the rate set out in Item 7 on all payments not made by the date for payment set out in the agreement. Interest is calculated from the date that payment was due.

3.

The Architect is entitled to suspend the provision of Services if any payment under this agreement is overdue and clause A.6 applies.

4.

The total lump sum fee or percentage fee stated in Item 1, overrides any error, omission or ambiguity in the amounts allocated to the separate components of the Services in Item 1 or claimed at any stage prior to the final claim for payment.

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

c the date which any changes will take effect; and d the reimbursement due to the Architect if any Services the subject of the change have already been performed.

2.

If the parties agree to a change under clause D.8.1: a the parties must record their agreement to each of those changes in writing; b the Services and Fees under this agreement will be varied as from the date agreed by the parties; and c in the case of any agreed reimbursement for Services performed, the Architect will be entitled to include this amount in its next claim for payment.

3

3.

If the parties cannot agree on the changed scope of Services, or a changed Fee, then either:

c the licence is automatically revoked by any event or action by the Client or a third party that changes or attempts to change the Client’s ownership or legal interest in the Site in any way, in which case the Client may request the Architect’s consent to reinstate the licence and the Architect’s consent must not be unreasonably withheld.

a the Services and the Fee will continue to apply without change; or b if the Architect is no longer able to perform the Services because the parties cannot agree to a change, the Architect may terminate this Agreement provided that it has given the Client 10 business days’ notice of the intention to terminate, and clause K.2.2 applies.

E.

SPECIALIST CONSULTANTS (SEE SCHEDULE B)

E.1

Specialist Consultant engagement

1.

The Architect and the Client agree the Project will require the services of the specialist consultants specified in Item 4 (the Specialist Consultants).

2.

Item 4 indicates those Specialist Consultants to be engaged directly and paid by the Client, as well as those to be engaged directly and paid by the Architect as part of the Fees.

3.

In relation to any Specialist Consultant engaged directly and paid by the Client, the Client will engage each Specialist Consultant on the basis that:

The Client warrants that it will not: a use The Design on another site; b attempt to assign the licence to use The Design; or c provide or disclose The Design to a third party; unless the Architect has given the Client prior written consent to do so.

4.

If the Client’s use of The Design is inconsistent with or in breach of this clause F.1, the Client indemnifies the Architect from all costs (including legal costs) it may incur.

5.

On completion of all Services under this agreement and on full payment of all invoices that the Architect is entitled to submit under it, the licence in clause F.1.2 becomes irrevocable.

F.2

Moral Rights

1.

a the Client must pay the Specialist Consultant all its fees and disbursements and the Client may seek the Architect’s confirmation that the Specialist Consultant’s services as invoiced have been delivered;

The Architect must be attributed in all information containing a 2- or 3-dimensional representation of the Project, or a part of it, whether the Project is complete or not.

2.

The form of attribution that must be used is set out in Item 5.

F.3

Electronic Data Transfer

b the Architect is authorised and responsible for coordinating the Specialist Consultant’s services;

The Client agrees that:

c the Architect is not responsible for the services delivered by the Specialist Consultant; and d the Architect can use, and rely upon, the Specialist Consultant’s deliverables to the extent required for performance of the Services.

E.2

3.

Additional Specialist Consultants

If the Architect and the Client agree that additional Specialist Consultant services are required beyond those specified in this agreement, such additional consultants may be: 1.

engaged directly and paid by the Client; or

2.

if the parties agree to a change under clause D.8, engaged directly and paid for by the Architect.

1.

the Architect may issue data electronically to all parties involved in the Project;

2.

the Architect is not responsible for the accuracy, completeness or any contamination of electronically transmitted data; and

3.

the cost of preparing or converting digital data is to be reimbursed by the Client, as set out in Item 3.

F.4

Building Information Modelling

If the parties agree to use BIM in the delivery of the Services and specify the relevant protocol applicable to BIM under this agreement in SCHEDULE A, the Services must comply with the expressly stated protocol (if any).

G.

INSURANCES AND LIABILITY (SEE SCHEDULE B)

G.1

Insurances

F.

INTELLECTUAL PROPERTY

F.1

Copyright

1.

1.

The Architect retains copyright in all Services, design concepts, drawings and documents produced or delivered under this agreement (The Design).

professional indemnity insurance, for not less than the value stated in Item 6;

2.

public liability insurance, for not less than the value stated in

2.

The Architect grants the Client an express, non-exclusive, non-transferrable, revocable licence to use The Design only for the Project on the Site, subject to the conditions that: a no licence is granted or implied under this agreement other than the express licence in this clause F.1.2; b the licence may be revoked by the Architect if any invoice that the Architect is entitled to submit under this agreement is overdue. The licence will be automatically reinstated when the Architect’s receives all overdue amounts; and

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

For the duration of this agreement, the Architect must maintain:

Item 6; and 3.

insurance to cover liability for its employees in accordance with statutory requirements.

G.2

Liability

To the maximum extent permitted by law: 1.

subject to subclauses 2 and 3 below, the Architect’s maximum aggregate liability to the Client under this agreement (including the performance or non-performance of the Services), whether under the law of contract, in tort, in equity, under statute or

4

otherwise, is limited to the net amount actually recovered under the Architect’s professional indemnity insurance policy and; 2.

3.

b if the dispute is not resolved by the meeting or if the parties fail to meet, either party may submit the dispute to mediation by delivering to the other a proposal of mediation;

the Architect has no liability to the Client in respect of any indirect, consequential or special losses (including loss of profit, loss of business opportunity and payment of liquidated sums or damages under any other agreement); and

c a proposal of mediation must state the name of a mediator accredited by the Resolution Institute in the state or territory of the law that applies, who is independent and willing to act;

if any of this clause G.2 is void as a result of section 64 of the Australian Consumer Law (or equivalent state or territory legislation) then the Architect’s liability for a breach of a condition or warranty is limited to (at the Architect’s election):

d if the parties do not agree on the mediator within 5 business days after the proposal is delivered, the Chair of the Resolution Institute in the place of the law that applies, must be requested to nominate the mediator;

a supplying the relevant Services again; or

e the mediation must then proceed in accordance with the rules of the Resolution Institute for mediation except that in no case will one party be required to pay more than half of the costs of mediation; and

b the payment of the cost of having the Services supplied again by the Architect.

f

if the parties are unable to resolve the dispute by mediation, confirmed by the mediator in writing, either party may only then take legal action to resolve the dispute.

H.

GENERAL CONDITIONS

1.

Any consent, approval, request, notification or notice given or required under this agreement must be given in writing (which includes email).

K.

2.

Variations to this agreement agreed between the parties will not be effective unless and until put in writing (which includes email).

K.1

Termination for the Client’s breach

1.

3.

Except by operation of law, neither party can assign, novate or transfer this agreement without obtaining the prior consent of the other party.

4.

The applicable law of this agreement is the law of the State or Territory in which the Site is located, unless it is outside Australia, in which case it is the law of the state or territory of the Architect’s address stated in this agreement.

Without affecting other rights or entitlements, the Architect may terminate this agreement immediately by notice if, in the opinion of the Architect, the Client breaches or does not strictly comply with a material provision of this agreement. Material provisions of the agreement include (but are not limited to) clauses B and D.3.

The Architect’s notice must identify the material provision that the Client has breached.

2.

If the Agreement is terminated under this clause K.1 or clause D.8.3, without prejudice to any claim the Architect may have against the Client, the Client must pay:

5.

Nothing in this agreement makes ineffective, or reduces, the protection at law from liability which either party is entitled to in the State or Territory of the applicable law.

6.

This agreement supersedes all prior agreements, representations or understandings between the Client and the Architect in relation to the Project and constitutes the entire agreement.

7.

This agreement applies to all services delivered by the Architect before the formal execution of this agreement.

8.

A notice or other document that is sent in connection with this agreement by mail will be deemed to have been received 3 business days (7 business days in the case of overseas mail) after it is posted.

9.

If a notice is sent by email after 5.00pm, the email will be deemed to have been delivered at the beginning of the next business day.

10.

Unless otherwise stated, all figures are in Australian dollars and are exclusive of GST.

J.

DISPUTE RESOLUTION

1.

Without limiting the Architect’s rights under clause D.3.3, if a dispute arises out of or in relation to this agreement, the Client and the Architect must continue to perform their obligations under the agreement.

2.

When a dispute arises: a either party may deliver a notice to the other party outlining the details of the dispute and requiring a meeting within 5 business days of the date of the notice to make a bona fide attempt to resolve the dispute or difference;

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

TERMINATION

a the amount due to the Architect for all Services completed prior to the termination date; and b the amount for all Services carried out and costs or expenses incurred in connection with the Services by the Architect, up to and including the termination date.

K.2

Termination without reason

1.

The Architect may at any time, without reason, terminate this agreement by giving 30 business days’ notice to the Client.

2.

Unless otherwise agreed in writing, on termination of this agreement under clause K.2.1 or as otherwise provided in this agreement: a the Client must pay: • the amount due to the Architect for all Services completed prior to the termination date; and • the amount for all Services carried out and costs or expenses incurred in connection with the Services by the Architect, up to and including the termination date; and b the Architect must, on receipt of payment, issue to the Client a copy of the relevant documents relating to the Services up to the date of termination; and c the Client will have no claim in relation to the adequacy or completeness of any documents delivered by the Architect under clause K.2.2.b.

K.3

Termination for the Architect’s breach

The Client may immediately terminate the Agreement by notice to the Architect, if the Architect: 1.

is insolvent or bankrupt (whichever applicable); or

5

2.

L.

commits a material breach of its obligations under clause A.1 or G.1 of this Agreement and has failed to remedy the breach within 10 business days after receiving a written notice from the Client that specifies the breach and includes a reference to this clause K.3.2.

SPECIAL CONDITIONS

Fee means the fee for Services set out in Item 1 and calculated in accordance with clause D and includes the Mobilisation Fee, if applicable, and all fees of a Specialist Consultant engaged by the Architect under clause E.1.2.

Mobilisation Fee means the lump sum amount set out in Item 1 (if any) to be paid by the Client to the Architect within 5 business days of the date of this Agreement and is a non-refundable advance payment for Services delivered under this agreement.

The parties agree to the special conditions stated in SCHEDULE C. These special conditions apply to and take precedence over all other terms of this agreement.

Project means the design and the construction of a building on the Site, briefly described on page 1 of this agreement.

M. DEFINITIONS

Site means the location identified on page 1 of this agreement.

Defined terms have the meaning given on page 1 of this agreement and unless the context otherwise requires: BIM means Building Information Modelling software and forms of digital data, or equivalent digital technologies and processes from time to time.

Code of Practice means the Australian Institute of Architects’ Code of Conduct (if applicable) and where the Services are performed in: 1.

2.

3.

design and construction contingencies, including escalation costs

3.

architectural, consultant and other professional fees

4.

authority fees and charges

Victoria, the code of conduct issued under the Architects Act 1991 (Vic) or the Architects Regulations 2015 (Vic);

5.

legal fees

6.

landscaping

Queensland, the code of conduct issued under the Architects Act 2002 (QLD) or the Architect’s Regulation 2003 (QLD);

7.

loose or unaffixed furniture, fittings and equipment

8.

finance charges, marketing and promotional costs.

5.

Tasmania, the code of conduct issued under the Architects Act 1929 (TAS) or the Architects Regulations 2008 (TAS);

8.

The Design has the meaning given in clause F.1.

Total Project Cost is the Cost of Works plus all other costs to the Client associated with the Project, including but not necessarily limited to: 1. removal and relocation costs 2.

Western Australia, the code of conduct issued under the Architects Act 2004 (WA) or the Architects Regulation 2005 (WA);

7.

Specialist Consultant has the meaning given in clause E.1.

New South Wales, the code of conduct issued under the Architects Act 2003 (NSW) or the Architects Regulation 2017 (NSW);

4.

6.

Services means the services for the Project, described in Schedule A that are marked as “Included”.

CONTENTS A.

South Australia, the code of conduct issued under the Architectural Practice Act 2009 (SA) or the Architectural Practice (General) Regulations 2010 (SA); Northern Territory, the code of conduct issued under the Architects Act (NT) or the Architects Regulations (NT); and Australian Capital Territory, the code of conduct issued under the Architects Act 2004 (ACT) or the Architects Regulation 2004 (ACT),

2.

3.

The equivalent final cost (excluding GST) of work or items supplied by the Client to the building contractor (as if provided by the building contractor under the building contract), plus; The final cost (excluding GST) of any part of the Project provided under a contract other than the building contract,

An authority, agency or tribunal;

5.

Any other consultant; and

6.

In connection with finance, removal or relocation.

Disbursement means the disbursements payable in accordance with clause D.7, as set out in Item 3.

2

A.2

Services or Responsibilities Not Included

2

A.3

The Cost of Works

2

A.4

Program of Services

2

A.5

Protracted Services

2

A.6

Suspended Services

2 2

C.

Administration

3

D.

Fees (see Schedule B)

3

D.1

Fees payable

3

D.2

Submitting Claims

3

D.3

Paying Claims

3

D.4

Percentage Fee

3

D.5

Lump Sum Fee

3

D.6

Hourly Rate Fee

3

D.7

Disbursements

3

D.8

Change to the Services

3

Specialist Consultants (see Schedule B)

4

E.1

Specialist Consultant engagement

4

E.2

Additional Specialist Consultants

E.

F.

G.

But excludes GST and the fees, costs and charges of: 4.

Architect’s Obligations

Client Obligations

Cost of Works is the final cost of all work designed, specified or scheduled by the Architect, including all work designed, specified or scheduled by Specialist Consultants coordinated by the Architect, including: The final adjusted contract price (excluding GST) in accordance with a building contract for the Project, plus;

2

A.1

B.

as amended or replaced from time to time.

1.

Services (see Schedules A and B)

4

Intellectual Property

4

F.1

Copyright

4

F.2

Moral Rights

4

F.3

Electronic Data Transfer

4

F.4

Building Information Modelling

Insurances and liability (see Schedule B)

4 4

G.1

Insurances

4

G.2

Liability

4

H.

General Conditions

5

J.

Dispute Resolution

5

K.

Termination

5

K.1

Termination for the Client’s breach

5

K.2

Termination without reason

5

K.3

Termination for the Architect’s breach

5

L.

Special Conditions

6

M.

Definitions

6

Schedules

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

A

7

B

11

6

SCHEDULE A_ SCOPE OF SERVICES The parties should mark a box in each line item below (as applicable) and add any additional services which are required using the space provided.

This Schedule A sets out the services that are included and those available at an “Additional cost” under this agreement. Only those marked as “Included” will form part of the Services under this agreement unless the parties agree to a change under clause D.8. Where no box has been marked for a line item, or in the case of an ambiguity, that item is “Excluded” from the Services.

A

CORE ARCHITECTURAL SERVICES

A.1

Concept Design

Pre-design:

Included

Excluded

• obtain the Client’s design brief and other requirements

✔

• arrange, attend and record meetings with the Client

✔

• provide recommendations for the appointment of other Specialist Consultants as required, including their fees

✔

• attend the Site and visually assess site conditions and constraints

✔

• make initial inquiries regarding authority regulations and requirements

✔

Additional

• Design:

Included

Excluded

• arrange, attend and record meetings with the Client, authorities, other consultants and other relevant parties

✔

• undertake preliminary assessment of authority regulations and requirements

✔

• prepare sketches, diagrams and other information to adequately explain the concept

✔

• prepare design briefs for other consultants

✔

• coordinate a preliminary forecast of the Cost of Works

✔

• undertake preliminary selection of materials and finishes

✔

• provide Client with copies of design documentation in PDF format

✔

• coordinate cost consultant’s forecast of the Cost of Works

✔

Additional

• Approvals:

Included

Excluded

• obtain the Client’s written approval of the Concept Design documents

✔

• obtain the Client’s written approval to proceed with Design Development

✔

• obtain the Client’s written approval to prepare the Town Planning/Development Application, where required

✔

Additional

• A.2

Design Development

Developed design:

Included

• develop the approved Design Concept and present documents and other information to adequately explain the developed design

✔

• arrange, attend and record meetings with the Client

✔

• arrange, attend and record meetings with authorities, other consultants and other relevant parties

✔

Excluded

• coordinate the work of other Specialist Consultants

Additional

✔

• provide schedule of proposed materials and finishes

✔

• review the developed design against the budget and coordinate the preparation of an updated forecast of the Cost of Works

✔

• consult and attend preliminary meetings with relevant authorities regarding the developed design

✔

• Approvals:

Included

• obtain the Client’s written approval of the developed design

✔

• obtain the Client’s written approval to submit Planning/Development Application, when required

✔

• obtain the Client’s written approval to proceed with Construction Documentation

✔

Excluded

Additional

• © Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

Client Initials:

7

SCHEDULE A_ SCOPE OF SERVICES

A.3

Planning/Development Application

• confirm statutory authority requirements

Included

Excluded

Additional

✔

• attend pre-application meetings with relevant authorities prior to submission of formal application

✔

• prepare application, including plans, diagrams, analyses, studies, reports and other information for the submission

✔

• coordinate required Specialist Consultants on behalf of the Client

✔

• assist the Client with lodging formal application

✔

• coordinate preparation of an updated forecast of the Cost of Works

✔

• A.4

Construction Documentation

Documents: • arrange, attend and record meetings with the Client

Included

Excluded

Additional

✔

• coordinate and integrate the work of other Specialist Consultants

✔

• prepare drawings including plans, elevations and sections, together with other details and schedules to be submitted for statutory approval to construct the project

✔

• prepare specifications in accordance with the drawings and the Client’s requirements describing the quality of materials, finishes and quality of work necessary to be submitted for statutory approval

✔

• submit required documents for statutory approval

✔

• prepare further drawings, specifications and schedules to enable the construction of the project

✔

• coordinate the preparation of a pre-tender forecast of the Cost of Works

✔

• provide recommendations to the Client on the preferred method of building contractor selection

✔

• Approvals:

Included

• obtain the Client’s written approval to submit for statutory approval

✔

• obtain the Client’s written approval of all construction documents

✔

• obtain the Client’s written approval to proceed with building contractor selection

✔

Excluded

Additional

Excluded

Additional

• A.5

Contractor Selection

Undertake one of the following two methods (1) or (2) for the selection of a building contractor: (1) Tender:

Included

• assist Client in determining the preferred tender process

✔

• prepare tender documents and issue to all tenderers

✔

• respond to enquiries from tenderers

✔

• receive and open the tenders

✔

• together with the cost consultant, if any, assess the tenders

✔

• negotiate with the preferred tenderer if required to obtain an offer acceptable to the Client

✔

• prepare reports on tenders and recommendation for Client acceptance

✔

• (2) Negotiated Offer:

Included

Excluded

• assist Client in determining the preferred negotiation process

✔

• issue relevant documents to the prospective building contractor to describe the scope of the works

✔

• arrange and coordinate negotiations and enquiries with the prospective building contractor

✔

• together with the cost consultant, if any, assess all submissions from the prospective building contractor required to establish the contract price and final project scope

✔

• prepare report and provide recommendations for Client acceptance

✔

Additional

• © Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

Client Initials:

8

SCHEDULE A_ SCOPE OF SERVICES

Approvals:

Included

• obtain the Client’s written approval to prepare the contract documents

Excluded

Additional

✔

• A.6

Contract Administration

Pre-construction:

Included

Excluded

• prepare one draft of the contract documents in the form previously approved by the Client in the ‘Contractor Selection’ phase

✔

• arrange for signing and execution of the building contract documents by the building contractor and owner

✔

Additional

• Construction:

Included

Excluded

• administer the building contract under its terms

✔

• issue copies of construction documentation to the building contractor and issue amended documents as needed

✔

• report regularly to the Client regarding time, cost and progress of the project

✔

• visit the Site periodically to observe the general conformance of the construction works with the building contract documents and instruct the building contractor regarding design quality control, materials selections and performance in regard to the building contract documents

✔

• arrange, attend and arrange for recording of site meetings at regular intervals

✔

• review shop drawings and submissions by the building contractor

✔

• provide the building contractor with instructions, supplementary details and clarification of the contract documents

✔

• coordinate the construction services provided by other Specialist Consultants

✔

• assess and determine variations and obtain Client approvals in writing when required

✔

• assess and determine the building contractor’s progress claims and issue progress certificates

✔

• assess the building contractor’s claims for adjustments of time

✔

• adjust prime cost and provisional sums and other monetary sums

✔

• instruct the building contractor in regard to incomplete work and rectification of any defects

✔

• assess and determine practical completion and issue the notice of practical completion

✔

Additional

• Post-construction:

Included

Excluded

• during the defects liability period, instruct the building contractor in regard to incomplete work and rectification of defects

✔

• if required, advise the Client and coordinate the procedure for the rectification of any defective work by others

✔

• assess and determine final completion and issue the final certificate

✔

Additional

• B.

ADDITIONAL ARCHITECTURAL SERVICES

B.1

Feasibility Study

• establish with the Client the project objectives and constraints

Included

Excluded

Additional

✔

• arrange, attend and record meetings with the Client, consultants and other relevant parties

✔

• review statutory planning controls and guidelines

✔

• analyse Site opportunities and constraints

✔

• prepare relevant functional relationship and spatial diagrams

✔

• determine key financial indicators for the project

✔

• provide report of findings and recommendations

✔

• © Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

Client Initials:

9

SCHEDULE A_ SCOPE OF SERVICES

B.2

Record documents

Included

Excluded

Additional

• undertake detailed photographic survey of existing Site and buildings

✔

• coordinate survey of existing Site and building conditions by Specialist Consultants

✔

• undertake detailed existing building measurement

✔

• prepare drawings showing existing buildings, visible services and finishes

✔

• prepare record documents showing completed buildings, visible services and finishes

✔

• B.3

Planning/Development Application: Negotiation

• arrange, attend and record meetings with the Client

Included

Excluded

Additional

✔

• as directed by the Client, negotiate and attend meetings with relevant authorities, adjoining owners or other relevant parties

✔

• prepare additional drawings and documentation and/or amend existing drawings and documentation to comply with additional authority requirements

✔

• submit additional or revised documentation to the relevant authority for endorsement

✔

• assist the Client in preparing instructions for relevant Specialist Consultants

✔

• prepare additional documentation or evidence for planning courts or tribunals

✔

• attend hearings and give evidence at planning courts/tribunals

✔

• B.4

Illustration

Included

Excluded

Additional

• provide 2D marketing drawings

✔

• provide 3D illustrations

✔

• provide digital animations

✔

• B.5

Trade Package Documentation

Included

Excluded

• assist Client-appointed programmer (or programmer appointed by selected building contractor/ construction manager/ project manager) in preparation of agreed program trade documentation packages

✔

• provide documentation, including relevant drawings, specifications and schedules in trade package format

✔

• provide matching specification for each trade package

✔

• provide set of standard preliminaries suitable for inclusion with all trade package documentation

✔

• co-ordinate Client-appointed consultants in preparing trade package documentation for specialist sections of the works

✔

• assist Client-appointed building contractor/construction manager/project manager in responding to queries from trade contractors

✔

Additional

• B.6

Other Services

Included

Excluded

• Preparing for Planning tribunal proceedings

✔

• Preparing additional documentation for Planning tribunal proceedings

✔

• Co-ordinating on behalf of Client relevant Specialist Consultants to attend Planning tribunal proceedings

✔

• Attending Planning tribunal proceedings

✔

• administer the procedures under the building contract for a dispute between the parties

✔

• preparing for court or tribunal proceedings for dispute under the building contract

✔

• co-ordinating on behalf of Client relevant Specialist Consultants to attend mediation, arbitration, court or tribunal proceedings

✔

• attending mediation/arbitration proceedings for dispute under the building contract

✔

• attending court or tribunal proceedings for dispute under the building contract

✔

Additional

• © Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

Client Initials:

10

SCHEDULE B_ SCHEDULED ITEMS ITEM 1.

Amount of percentage fee allocated to each service component:

PERCENTAGE FEES (EXCL. GST)

Service (see Schedule A)

See clause D.1 and D.4

A.1 Concept design

NA

%

A.2 Design development

15

%

A.3 Planning/Development Application

NA

%

A.4 Construction documentation

35

%

A.5 Contractor selection

NA

%

A.6 Contract administration

NA

%

B.1 Feasibility study

NA

%

B.2 Record documents

NA

%

B.3 Planning/Development Application: Negotiation

NA

%

B.4 Illustration

NA

%

B.5 Trade package documentation

NA

%

B.6 Other services

NA

%

50

%

Total Percentage Fee (ex. GST):

Amount of lump sum fee allocated to each service component (excl. GST):

LUMP SUM FEES (EXCL. GST)

Service (see Schedule A)

See clauses D.1, D.4 and D.6

A.0 Mobilisation Fee*

$

NA

A.1 Concept design

$

NA

A.2 Design development

$

NA

A.3 Planning/Development Application

$

NA

A.4 Construction documentation

$

NA

A.5 Contractor selection

$

NA

A.6 Contract administration

$

NA

B.1 Feasibility study

$

NA

B.2 Record documents

$

NA

B.3 Planning/Development Application: Negotiation

$

NA

B.4 Illustration

$

NA

B.5 Trade package documentation

$

NA

B.6 Other services

$

NA

$

NA

Total Lump Sum Fee (ex. GST):

Tick box if Hourly Rates apply (see Item 2)

* Note: an applicable Code of Practice may prohibit or impose a cap on the amount of any Mobilisation Fee payable.

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

Client Initials:

11

SCHEDULE B_ SCHEDULED ITEMS

ITEM 2.

HOURLY RATES (EXCL. GST)

Personnel

See clause D.6

Principal/Director

$

200

per hour (excluding GST)

Team Leader

$

180

per hour (excluding GST)

Senior Architect

$

150

per hour (excluding GST)

Architect

$

120

per hour (excluding GST)

Graduate

$

100

per hour (excluding GST)

Technician

$

100

per hour (excluding GST)

Hourly rate

$

per hour (excluding GST)

$

per hour (excluding GST)

$

per hour (excluding GST)

$

per hour (excluding GST)

$

per hour (excluding GST)

$

per hour (excluding GST)

ITEM 3.

Tick box if :

DISBURSEMENTS (EXCL. GST)

Item

See clause D.7

Fees, taxes, levies or charges paid to authorities

Client to Pay

Reimbursement to Architect

✔

Special presentation material, models, perspectives

✔

Rental of special equipment

✔

Digital data file transfers and digital file conversions

✔

Photographic records

✔

Courier and parcel postage services

✔

Copies of documents other than to Client for Client’s own use

✔

Colour reproductions of documents

✔

✔

✔

Travel time

✔

Vehicle use beyond 30km from office

✔

Interstate, intrastate, or overseas travel

✔

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

Rate or basis to be charged (excluding GST unless stated otherwise)

✔

Advertisements and notices

Building contracts

Admin Fee

Client Initials:

12

SCHEDULE B_ SCHEDULED ITEMS

ITEM 4.

Tick box if :

SPECIALIST CONSULTANT

Consultant

See clause E.1

Cost consultant

✔

Land surveyor

✔

Quantity surveyor

✔

Structural/civil engineer

✔

Mechanical engineer

✔

Electrical engineer

✔

Hydraulic engineer

✔

Fire services engineer

✔

Vertical Transport Engineer

✔

Certification (building surveyor)

✔

Planning consultant

✔

Geotechnical engineer

✔

Landscape architect

✔

Interior design consultant

✔

ESD Consultant

✔

Heritage Consultant

✔

Façade Engineer

✔

Client to engage

Architect to engage

Notes

ITEM 5.

FORM OF ATTRIBUTION

Insert the preferred form of attribution of the Architect’s Moral Rights:

See clause F.2

ITEM 6.

INSURANCES AND LIABILITY

Details

See clause G.1

Professional Indemnity Insurance

Not less than: $

Public Liability Insurance

Not less than: $

ITEM 7.

INTEREST See clause D.3.2

%

per annum

If nothing stated, the applicable interest rate is 15% per annum. © Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

Client Initials:

13

SCHEDULE C_ SPECIAL CONDITIONS SPECIAL CONDITIONS

Clause No.

Details

See Section L

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

Client Initials:

14

This agreement is a standard form for the benefit of architects and their clients. However, architects and their clients are free to agree on conditions of engagement and fees on any basis whatsoever, providing they are not in conflict with the law applicable in the state or territory concerned.

The Royal Australian Institute of Architects Ltd trading as the Australian Institute of Architects.

ABN 72 000 023 012

© Australian Institute of Architects - Client Architect Agreement (CAA2019) —0419

All content © Australian Institute of Architects 2019 No part of this publication may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the prior written permission of the copyright holder, except: • •

as part of communications between prospective parties to this agreement, or in its complete form as an executed agreement

15

CC ARCHITECTS

ASSIGNMENT 2: DESIGN DEVELOPMENT NORTHCOTE PERFORMING ARTS CENTRE

TASK 1A: MARKED UP PERFORMANCE ASSESSMENT 1a. High solar load from this direction

1a. High solar load from this direction

1a. High solar load from this direction

3a. Greywater

2a. The Staff Room being at the front

should in order to increase water efficiency

of the building makes the entry space very cluttered and closed off - therefore offering minimal ventilation and a flexible interior environment

4a. Bathrooms 10

FEMALE 13 m²

GLAZED DOORS

MUSIC CLASSROOM 68 m²

08

01

41 m²

87 m²

11

FOYER

STAFF

1b. No shading

system included for solar and thermal comfoft - this area is the most exposed to sunlight

23

STAFF 33 m²

MALE

20

20

121 m²

121 m²

OUTDOOR LEARNING COMMON

11 m²

09

system included for solar and thermal comfoft - this area is the most exposed to sunlight

3 m²

21

INDOOR LEARNING COMMON

13

DDA

LIFT

LOUVRES

3 m²

15

INSTRUMENTAL 16 m² 1900

05

DRAMA STORE

16

42 m²

INSTRUMENTAL 16 m²

03

02

BREAKOUT 81 m²

DRAMA 193 m²

33 m²

14

INDOOR LEARNING COMMON

JOINERY

75 m²

14

LOUVRES

LIFT

22

27

3 m²

226a. Planter could

TEA POINT

INDOOR LEARNING COMMON 112 m²

BREEZEWAY

JOINERY

LIFT

3 m²

1a. Some solar load from this direction

3 m²

STAFF

21

1a. Some solar load from this direction

14

75 m²

23

MR

OUTDOOR LEARNING COMMON

KITCHEN

45 m²

02

DRAMA 193 m²

27

INDOOR use a LEARNING rainwaterCOMMON

TEA POINT

112 m²

BREEZEWAY 45 m²

recycling and irrigation system to reuse rainwater

28

PLANT 29 m²

Planter space could also be larger

02

DRAMA 193 m²

4b. Breezeway

17

INSTRUMENTAL 16 m²

04

18

MUSIC REHEARSAL 128 m²

does not have ample shade or ventilation - in order to promote a healthy interior environment, the space should be shaded and provide more ventilation

7a. Energy

efficiency can be improved through the implementation of solar panels on the roof

24

GPC

2.0°

1a. Some solar load from this direction

TO OF RO IAL OF TER AS MA RE T - A EN EA AR AR NSP ED RA AD E T SH HAV

There is also no evidence of vents or fans.

07

1b. No shading

2.0°

do not include windows - therefore there is no natural ventilation.

66 m²

24

GPC

MR

66 m²

INSTRUMENTAL

STORAGE

16 m²

5a. South and

06

INSTRUMENT STORE 27 m²

19

INFORMAL PRACTICE 34 m²

GROUND FLOOR PLAN PERFORMANCE ASSESSMENT 1:150

East facades have too many windows - therefore insufficient thermal massing - as this is the coldest orientations of the building

26

GPC 83 m²

25

GPC

80 m²

5a. South and

East facades have too many windows - therefore insufficient thermal massing - as this is the coldest orientations of the building

FIRST FLOOR PLAN PERFORMANCE ASSESSMENT 1:150

1a. (Sunlight: Passive Thermal Control - ENERGY, HEALTH + HAPPINESS) The existing building design is deficient in providing sufficient shading from the sunlight, particularly on the north and west facades, where the sun is strongest. This lack of shading can lead to issues such as excessive heat gain, glare, and increased energy consumption for cooling. Therefore, it’s crucial to revisit the design to incorporate effective shading solutions that will mitigate these problems and enhance the comfort and energy efficiency of the building. By implementing appropriate shading elements on the north and west sides, such as overhangs, louvers, or vegetation, we can significantly reduce the solar heat gain, improving the overall performance and livability of the space.

1b. (Sunlight: Passive Thermal Control - ENERGY, HEALTH + HAPPINESS) Therefore, it’s important to enhance the building’s shading design to prevent overheating caused by intense sunlight. By implementing a shading system, we can significantly improve the situation. The shading system should allow sunlight to enter during the winter months while blocking it during the warmest seasons, such as summer. This can be achieved by studying the altitude and azimuth of the sun during the Winter solstice and Summer equinox. Based on this analysis, a system of angled louvers can be created to provide optimal shading.

NORTH ELEVATION 1:150

2a. (Open Space & Comfort: HEALTH + HAPPINESS) Placing the Staff Room, which is considered a Back of House (BOH) program, right by the main entrance in the front of the building is not an efficient use of space. This setup creates a closed-off room right at the entrance, making one of the main spaces of the building feel claustrophobic and cluttered. The ventilation of the space is also negatively impacted by this layout. A better solution would be to swap the Staff Room with the Ground Floor Informal Practice room. By doing so, the Informal Practice Room can then utilize foldable doors instead of solid walls, making the space more flexible. This simple swap not only improves the interior environment of the building but also enhances ventilation. It allows the entrance area to feel more open and inviting, providing a better experience for those entering the building.

3a. (Greywater Recycling: WATER) The original design of the building lacks a water recycling system, which is a missed opportunity for water efficiency. We can significantly improve the building’s water efficiency by implementing a greywater and rainwater recycling system. This system would collect water from the bathrooms and also from the roof garden irrigation system. Once collected, the water would be stored and cleaned in a water storage tank to be placed on-site. This recycled water can then be reused for non-potable purposes such as flushing toilets, irrigation, and other similar uses. Implementing a water recycling system not only reduces water consumption but also lessens the burden on the municipal water supply and promotes sustainability. Additionally, it can contribute to potential savings in water bills over time.

REVISED NORTH ELEVATION 1:150

4a. (Bathroom Ventilation: HEALTH + HAPPINESS, ENERGY) Currently, the bathrooms in the building do not include windows, resulting in a lack of natural ventilation. Furthermore, there is no evidence of vents or fans in place. By implementing windows and ventilation fans, we can significantly enhance the level of natural ventilation throughout the building, thereby reducing the reliance on energy-consuming artificial temperature or ventilation methods. This improvement in ventilation not only reduces energy consumption but also creates a healthier and more comfortable environment. By promoting air circulation, the interior environment becomes more pleasant, benefiting the Health + Happiness petal. With increased airflow, there is better air quality and a more comfortable atmosphere for occupants, contributing positively to their well-being. Incorporating natural

26

GPC 83 m²

25

GPC

80 m²

ROOF PLAN PERFORMANCE ASSESSMENT 1:150

ventilation is a sustainable and practical solution that aligns with the building’s commitment to environmental responsibility and occupant well-being.

4b. (Breezeway Ventilation: HEALTH + HAPPINESS PETAL) The breezeway is fully covered by the brick facade on the West side, which means there is not enough ventilation. However, the solid brick facade effectively blocks the sunlight coming from the West. This presents an opportunity to design a shading device that blocks sunlight from the West while also allowing ample ventilation, which is crucial for improving the building’s design. By addressing this issue, we can significantly enhance the level of natural ventilation throughout the breezeway. Implementing a shading device not only blocks direct sunlight, reducing heat gain, but also facilitates better airflow, creating a more comfortable environment. This improvement in ventilation not only reduces energy consumption but also creates a healthier and more comfortable environment. By promoting air circulation, the interior environment becomes more pleasant, benefiting the Health + Happiness petal.

5a. (South and East Windows: ENERGY) The South and East facades of the building currently have too many windows, leading to insufficient thermal massing, particularly in the coldest orientations of the building. To address this issue, we can reduce the size of the windows. One effective way to achieve this is by recycling the brick that was initially planned to be used on the North and West facades of the building for the construction of a shading device. By making the windows smaller, we can increase the thermal massing, which helps regulate the indoor temperature, especially in the colder orientations of the building.

This adjustment not only enhances the energy efficiency of the building but also improves occupant comfort. Additionally, incorporating a shading device on the North and West facades helps block direct sunlight, reducing heat gain during warmer months. Reusing the old bricks for the shading device also contributes to sustainability efforts. This method minimizes waste and reduces the carbon footprint by avoiding the need for additional materials.

6a. (Roof Planter/Garden: BEAUTY + BIOPHILIA, WATER) The planter area could be enhanced by incorporating a rainwater recycling and irrigation system, allowing us to reuse rainwater efficiently. By implementing this system, we not only reduce water consumption but also promote sustainability. Additionally, expanding the planter space would be beneficial. This would not only allow for more greenery, which contributes to the beauty and biophilia petal of the Living Building Challenge (LBC), but also provides more area for rainwater to be collected and utilised. Incorporating a rainwater recycling and irrigation system is an environmentally friendly solution that aligns with the LBC’s Water petal.

7a. (Solar Panels: ENERGY) Adding solar panels to the roof will make the building more energy efficient, reducing our need for non-renewable energy. This not only lowers energy costs but also cuts down on carbon emissions.

8a. (Sourcing Materials: MATERIALS) Materials sourced for contruction should be environmentally friendly and as carbon friendly as possible.

8b. (Passive Thermal Insulation: ENERGY, MATERIALS) Themal insulation can be improved passively, saving energy, by using thermally insulative materials.

N 500 1000

SCALE 1:150

5000

10000

TASK 2A: DETAIL SECTION

ARC3102

SECTION AA

SUMMER SOLSTICE SUN ANGLE 68.49°

Staff Room is switched with Informal Practice room, and foldable doors are installed, making the space more flexible and well-ventilated

Ventilation is improved in bathrooms using small high windows and installation of ventilation fans

10

FEMALE 13 m²

07

MUSIC CLASSROOM

19

68 m²

01

INFORMAL PRACTICE 41 m²

WINTER SOLSTICE SUN ANGLE 28.61°

MALE

87 m²

11 m²

SECTION BB

14

LIFT

3 m²

Victorian School Board Authority Project

Northcote Highschool Performing Arts and VCE Centre

11

FOYER

Client

DETAIL SECTION

13

DDA 3 m²

15

INSTRUMENTAL 16 m²

05

4 Batt Rockwool insulation is to be added into the interior walls for better thermal insulation of interior spaces

Louvres are angled such that they block the sunlight during the Summer while allowing sunlight to permeate the space during the Winter.

DRAMA STORE

16

42 m²

INSTRUMENTAL 16 m²

Scale 1:20

03

02

BREAKOUT

81 m²

DRAMA 193 m²

ALM

17

INSTRUMENTAL 16 m²

Drawn 04

18

MUSIC REHEARSAL 128 m²

INSTRUMENTAL 16 m²

09

KITCHEN

STORAGE

06

3 m²

INSTRUMENT STORE 27 m²

Windows are made smaller using Recycled Red Brick (RBR) in order to increase thermal mass

08

STAFF

5300

45 m²

INDOOR LEARNING COMMON

Design Changes 1a. (Sunlight: Passive Thermal Control - ENERGY, HEALTH + HAPPINESS) 1b. (Sunlight: Passive Thermal Control - ENERGY, HEALTH + HAPPINESS)

GROUND FLOOR PLAN WITH CHANGES 1:200

ENTRY

Checked

2a. (Open Space & Comfort: HEALTH + HAPPINESS) SECTION AA

3a. (Greywater Recycling: WATER) 4a. (Bathroom Ventilation: HEALTH + HAPPINESS, ENERGY) 4b. (Breezeway Ventilation: HEALTH + HAPPINESS PETAL)

23

STAFF 33 m²

20

OUTDOOR LEARNING COMMON

121 m²

5a. (South and East Windows: ENERGY)

21 SECTION BB

INDOOR LEARNING COMMON

75 m² LOUVRES

14

JOINERY

6a. (Roof Planter/Garden: BEAUTY + BIOPHILIA, WATER)

LIFT 3 m²

27

Breezeway is given more ventilation through removal of the West brick wall and installation of louvres

TEA POINT

INDOOR LEARNING COMMON

112 m²

BREEZEWAY 45 m²

7a. (Solar Panels: ENERGY) 02

Thermal insulation is increased by decreasing the size of windows and shortening window heights

DRAMA 193 m²

24

GPC

VAT

66 m²

RBR

RBR

25

26

GPC

GPC

80 m²

83 m²

LEVEL 1 PLAN WITH CHANGES 1:200

New roof louvre shading system that caters to the angles and curvature of the path of the sun

Horizontal louvres are added to the East facade to aid in blocking sunlight to create better thermal insulation

SECTION AA

ENTRY

3000

Staff Room is swapped with Informal Practice Room, allowing for a more flexible space through the implementation of foldable doors

8a. (Sourcing Materials: MATERIALS) 8b. (Passive Thermal Insulation: ENERGY, MATERIALS)

Materials 956

Fibre Cement Sheet interior wall claddings are to be replaced with Victorian Ash TImber Claddings as they are native and able to be locally sourced, more environmentally friendly and a natural insulator of heat

22

ENTRY

Roof Garden increased in size. The roof garden will also contain a rainwater collection system for water recycling.

SECTION BB

Kangaroos Paw will be used for the roof garden system as it is a hardy native Australian plant that thrive with regular watering with a free draining soil - perfect for a rainwater collection system.

ALM AP BR1 BR2 BR3 BRP CPT CON CONP CT FC GLD GLS GLM LAM MDF MR MSH1 MSH3 PB PBA PBF PBW RBR RU TL VAT VY1 VY2

ALUMINIUM (ROOF LOUVRES) ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT TILE VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR

Revision Rev.

Date

Notes

The inclusion of a native plant also will not impact the local biodiversity of flora and fauna.

Implementation of solar panels for a carbon neutral, environmentally friendly and more affordable energy source.

N 1 AA

WALL SECTION

1 : 20 AT A1

ROOF PLAN WITH CHANGES 1:200

CC ARCHITECTS This work is not to be copied or reproduced in any form without prior written permission of the architect.

TASK 2B: SECTIONAL AXONOMETRIC 1a. (Sunlight: Passive Thermal Control - ENERGY, HEALTH + HAPPINESS) The existing building design is deficient in providing sufficient shading from the sunlight, particularly on the north and west facades, where the sun is strongest. This lack of shading can lead to issues such as excessive heat gain, glare, and increased energy consumption for cooling.

Therefore, it’s crucial to revisit the design to incorporate effective shading solutions that will mitigate these problems and enhance the comfort and energy efficiency of the building. By implementing appropriate shading elements on the north and west sides, such as overhangs, louvers, or vegetation, we can significantly reduce the solar heat gain, improving the overall performance and livability of the space.

6a.

3a.

1b. (Sunlight: Passive Thermal Control - ENERGY, HEALTH + HAPPINESS) Therefore, it’s important to enhance the building’s shading design to prevent overheating caused by intense sunlight. By implementing a shading system, we can significantly improve the situation. The shading system should allow sunlight to enter during the winter months while blocking it during the warmest seasons, such as summer. This can be achieved by studying the altitude and azimuth of the sun during the Winter solstice and Summer equinox. Based on this analysis, a system of angled louvers can be created to provide optimal shading.

8b.

2a. (Open Space & Comfort: HEALTH + HAPPINESS) Placing the Staff Room, which is considered a Back of House (BOH) program, right by the main entrance in the front of the building is not an efficient use of space. This setup creates a closed-off room right at the entrance, making one of the main spaces of the building feel claustrophobic and cluttered. The ventilation of the space is also negatively impacted by this layout. A better solution would be to swap the Staff Room with the Ground Floor Informal Practice room. By doing so, the Informal Practice Room can then utilize foldable doors instead of solid walls, making the space more flexible. This simple swap not only improves the interior environment of the building but also enhances ventilation. It allows the entrance area to feel more open and inviting, providing a better experience for those entering the building.

ALM

3a. (Greywater Recycling: WATER) The original design of the building lacks a water recycling system, which is a missed opportunity for water efficiency. We can significantly improve the building’s water efficiency by implementing a greywater and rainwater recycling system. This system would collect water from the bathrooms and also from the roof garden irrigation system. Once collected, the water would be stored and cleaned in a water storage tank to be placed on-site. This recycled water can then be reused for non-potable purposes such as flushing toilets, irrigation, and other similar uses.

Implementing a water recycling system not only reduces water consumption but also lessens the burden on the municipal water supply and promotes sustainability. Additionally, it can contribute to potential savings in water bills over time.

1b.

4a. (Bathroom Ventilation: HEALTH + HAPPINESS, ENERGY) Currently, the bathrooms in the building do not include windows, resulting in a lack of natural ventilation. Furthermore, there is no evidence of vents or fans in place.

By implementing windows and ventilation fans, we can significantly enhance the level of natural ventilation throughout the building, thereby reducing the reliance on energy-consuming artificial temperature or ventilation methods. This improvement in ventilation not only reduces energy consumption but also creates a healthier and more comfortable environment. By promoting air circulation, the interior environment becomes more pleasant, benefiting the Health + Happiness petal. With increased airflow, there is better air quality and a more comfortable atmosphere for occupants, contributing positively to their well-being. Incorporating natural

RBR

RBR

ventilation is a sustainable and practical solution that aligns with the building’s commitment to environmental responsibility and occupant well-being.

VAT

4b. (Breezeway Ventilation: HEALTH + HAPPINESS PETAL) The breezeway is fully covered by the brick facade on the West side, which means there is not enough ventilation. However, the solid brick facade effectively blocks the sunlight coming from the West. This presents an opportunity to design a shading device that blocks sunlight from the West while also allowing ample ventilation, which is crucial for improving the building’s design. By addressing this issue, we can significantly enhance the level of natural ventilation throughout the breezeway. Implementing a shading device not only blocks direct sunlight, reducing heat gain, but also facilitates better airflow, creating a more comfortable environment.

This improvement in ventilation not only reduces energy consumption but also creates a healthier and more comfortable environment. By promoting air circulation, the interior environment becomes more pleasant, benefiting the Health + Happiness petal.

4b.

5a. (South and East Windows: ENERGY) The South and East facades of the building currently have too many windows, leading to insufficient thermal massing, particularly in the coldest orientations of the building. To address this issue, we can reduce the size of the windows. One effective way to achieve this is by recycling the brick that was initially planned to be used on the North and West facades of the building for the construction of a shading device. By making the windows smaller, we can increase the thermal massing, which helps regulate the indoor temperature, especially in the colder orientations of the building. This adjustment not only enhances the energy efficiency of the building but also improves occupant comfort. Additionally, incorporating a shading device on the North and West facades helps block direct sunlight, reducing heat gain during warmer months. Reusing the old bricks for the shading device also contributes to sustainability efforts. This method minimizes waste and reduces the carbon footprint by avoiding the need for additional materials.

6a. (Roof Planter/Garden: BEAUTY + BIOPHILIA, WATER) The planter area could be enhanced by incorporating a rainwater recycling and irrigation system, allowing us to reuse rainwater efficiently. By implementing this system, we not only reduce water consumption but also promote sustainability. Additionally, expanding the planter space would be beneficial. This would not only allow for more greenery, which contributes to the beauty and biophilia petal of the Living Building Challenge (LBC), but also provides more area for rainwater to be collected and utilised. Incorporating a rainwater recycling and irrigation system is an environmentally friendly solution that aligns with the LBC’s Water petal.

8a.

2a.

7a. (Solar Panels: ENERGY) Adding solar panels to the roof will make the building more energy efficient, reducing our need for non-renewable energy. This not only lowers energy costs but also cuts down on carbon emissions.

8a. (Sourcing Materials: MATERIALS) Materials sourced for contruction should be environmentally friendly and as carbon friendly as possible.

- Using Recycled Red Brick instead of new Red Brick

VAT

8b. (Passive Thermal Insulation: ENERGY, MATERIALS) Themal insulation can be improved passively, saving energy, by using thermally insulative materials.

- Using 4Batt Rockwool Insulation - Using Victorian Ash Timber for wall cladding and flooring

7a.

8b.

Materials

AXONOMETRIC 1:200

ALM AP BR1 BR2 BR3 BRP CPT CON CONP CT FC GLD GLS GLM LAM MDF MR MSH1 MSH3 PB PBA PBF PBW RBR RU TL VAT VY1 VY2

ALUMINIUM (ROOF LOUVRES) ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT TILE VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR

ARC3102 - ARCHITECTURAL PERFORMANCE 4:

INTEGRATED DESIGN AND PROFESSIONAL STUDIES S1 2024 ASSIGNMENT 3: CONSTRUCTION DRAWINGS

CLC ARCHITECTS

CLAUDIA CHONG, LONGYU XIAO, CHINGCHUN YU

GENERAL NOTES

NORTHCOTE HIGHSCHOOL PERFORMING ARTS AND VCE CENTRE NO.

DRAWING TITLE

REVISION

INITIAL

DATE

A000

GENERAL NOTES AND SCHEDULE

4

CC

04/06/24

A001

DEMOLITION PLAN

5

CC

04/06/24

A002

PROPOSED SITE PLAN

5

CC

04/06/24

A101

GROUND FLOOR PLAN

4

LX

04/06/24

A102

FIRST FLOOR PLAN

4

LX

04/06/24

A103

ROOF PLAN

5

CC

04/06/24

A201

NORTH AND SOUTH ELEVATION

3

CC & CY

23/05/24

A202

EAST AND WEST ELEVATION

3

CC & CY

23/05/24

A301

SECTION A

4

CY

04/0/624

A302

SECTION B

4

CC

04/06/24

A303

SECTION C

4

LX

04/06/24

A304

DETAIL 1

3

LX

04/06/24

4305

DETAIL 2

3

LX

04/06/24

A306

DETAIL 3

3

LX

04/06/24

A401

WINDOW SCHEDULE

2

CC & CY

23/05/24

A402

DOOR SCHEDULE

2

CC & CY

23/05/24

A501

3D SCHEMATIC VIEW

3

CY

04/06/24

G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

MATERIALS SCHEDULE

G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY. AS STAINLESS STEEL PERGOLAS

BR DOUBLE BRICK VENEER

RBR RECYCLED RED BRICK

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA. G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

SP SOLAR PANEL

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

HBW HOLLOW BRICK

HP HEMPCRETE PAVERS FLOOR

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

TP TIMBER PANELS

VAT VICTORIAN ASH TIMBER

G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

MATERIALS MR METAL ROOF

WFP WOOD FIBRE SOUND ABSORBING

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

Victorian School Board Authority Project

Northcote Highschool Performing Arts and VCE Centre

Drawn: CC

PROPOSED DESIGN 3D SCHEMATIC RENDER

SITE LOCATION PLAN 1:10000

19-25 ST GEORGES ROAD, NORTHCOTE, VIC 3070

Checked:

L2

DEMOLITIONS SCHEDULE DE1 DE2 DE3 DE4 DE5 DE6 DE7

CONSTRUCTION BOUNDARY LINE BRICK VENEER TO BE REPURPOSED WINDOW FRAMES TO BE REPURPOSED DOOR FRAMES TO BE REPURPOSED STEEL FRAMEWORK TO BE REPURPOSED CONCRETE SLAB TO BE REPURPOSED REPURPOSED MATERIALS STORAGE

L2

NORTHCOTE HIGH SCHOOL EXISTING BLOCK A

1 11 1

2 22 2

3 33 3

4 44 4

5 5 55

1

2

3

4

5

11 DE1

DE7

30500 30500 30500 DE1 30500

22 DE7

33

LANDSCAPING SCHEDULE L1 L2 L3

EXISTING TREES TO BE DEMOLISHED EXISTING TREES TO BE PRESERVED ROOF GARDEN KANGAROOS PAW

A AA A

A A AA

30500 30500 L1

A

A L1

AA L2

L2

DE4

TITLE BOUNDARY

B B BB

DE3

TITLE BOUNDARY

DE5

DEMOLISH AND SALVAGE EXISTING DOUBLE STOREY BUILDING BRICK BUILD

34500

34500 34500 34500 34500

BB

DE4

NO. 4 EXISTING BRICK RESIDENCE

34500 34500 34500 34500

B

EXISTING GARAGE

ST GEORGES ROAD

L2

L2

DE2 L2 L2

34500 34500

L2

C C CC C CC D D DD

DE3

L2

DE6 DE3

B BB

C CC

DE4 DE3

DE3

DE3

DE3 TITLE BOUNDARY

DE4 DE4

D D DD D

D DD

B BB B

C C CC

L2

L2

EUNSON AVENUE

30500 30500 30500 30500

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

MATERIALS

L2

L2

L2

DE3

DE3

34500 34500

L2

L2

GRAVEL ROAD

L2

AA

DE3

34500

L2

DE3

G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

30500

DE7

G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

55

44

GENERAL NOTES

DD

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

Victorian School Board Authority Project

Northcote Highschool Performing Arts and VCE Centre

A001

EXISTING SITE DEMOLITION PLAN Scale 1:100 @ A1 Drawn: CC Checked:

N

L2

LANDSCAPING SCHEDULE L1 L2 L3

L2

EXISTING TREES TO BE DEMOLISHED EXISTING TREES TO BE PRESERVED ROOF GARDEN KANGAROOS PAW

L2

111 111

NORTHCOTE HIGH SCHOOL EXISTING BLOCK A NORTHCOTE HIGH SCHOOL EXISTING BLOCK A

333 333

222 222

L2

444 444

GENERAL NOTES G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.

555 555

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA. G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

30500 30500 30500 30500 30500 30500

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

AAA AAA

AAA AAA

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

L2

L2 L2

L2

L2

L2 L2

L2 L2

BBB BBB

L2

L2

L2

EXISTING GARAGE

L2 L2

TITLE BOUNDARY

L2 L2

L2

NO. 4 EXISTING BRICK RESIDENCE

L2 L2

CCC CCC

L2 L2

L2

L2

DDD DDD

L3

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

Victorian School Board Authority Project

L2

L2

Northcote Highschool Performing Arts and VCE Centre

GRAVEL ROAD

CCC CCC

L2

L3

GRAVEL ROAD

NO. 4 EXISTING BRICK RESIDENCE

3450034500 3450034500 3450034500

TITLE BOUNDARY

3450034500 3450034500 3450034500

EXISTING GARAGE

BBB BBB ST GEORGES ROAD

L2

ST GEORGES ROAD

L2

L2

L2 L2

TITLE BOUNDARY

L2

MATERIALS

L2

TITLE BOUNDARY

L2

A002

PROPOSED SITE PLAN

DDD DDD

TITLE BOUNDARY TITLE BOUNDARY

Scale 1:100 @ A1 Drawn: CC Checked:

EUNSON AVENUE EUNSON AVENUE

30500 30500 30500

N

1

3

2

5

4

ROOM SCHEDULE

A A301

30500 4925

250

250

8100

D5 WC1 WT-01

WC1 TL

W12 WC1

FFL35965

D7 WC2

W22 R103 D9 WC3

13900

2400

WT-03 D11 WC3

D10 WC3

200

D28 R105

7750

FFL35965

FFL35965

D13 WC3

WT-01

FFL35965 WT-02

WT-06 WT-05

WT-05

R104 RU

D12 WC3

WT-02 R115 CPT

LIFT

R105 DOUBLE HEIGHT THEATRE VY1

W10 WC3

R110 CPT FFL35965

1200 1284

100

W9 R110

D15 R110

10200

WT-04

WT-05

WT-04

WT-05

R111 CPT FFL35965

2400

D26 R106

W7 R112

700

D17 R112

WT-04 D24 R106

WT-05

D23 R105

WT-01

D18 R113

D22 R107

D21 R108

R113 CPT

W27 R108

FFL35965

W6 R113

R109

FFL35965

WT-01

WT-05

R107 CPT

W19 R106

W18 R106

W21 R108

W20 R106

WT-01

WT-01

WT-01

1825 2775

250

D

B A301

15MM 60MM 15MM 90MM

VICTORIAN ASH TIMBER VENEER 15MM ROCKWOOL 4 BATT 40MM ACOUSTIC INSULATION 40MM ROCKWOOL 4 BATT 40MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 150MM WT-02 CONCRETE CORE WALL REINFORCED CONCRETE TOTAL THICKNESS

G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

MATERIALS

WT-02 ACOUSTIC WALL

C

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

250MM 250MM

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

W5 R108

FFL35965

VICTORIAN ASH TIMBER VENEER 15MM ROCKWOOL 4 BATT 60MM ROCKWOOL 4 BATT 60MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 150MM

VICTORIAN ASH TIMBER VENEER 15MM ACOUSTIC INSULATION 100MM ROCKWOOL 4 BATT 60MM ROCKWOOL 4 BATT 60MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 250MM

FFL35965 R108 CPT

110MM 30MM 110MM 250MM

WT-02 ACOUSTIC WALL

WT-05

R106 CPT

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

WT-02 SINGLE STUD WALL

VICTORIAN ASH TIMBER VENEER ROCKWOOL 4 BATT VICTORIAN ASH TIMBER VENEER TOTAL THICKNESS

1200

300 1000

21100

C

R112 CPT FFL35965

13400

WT-01

WT-05

WT-05 D25 R105

W8 R111

D16 R111

6250

WT-01

G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

WT-02 SINGLE STUD WALL

1200

WT-01

B

3225

D27 R104

WT-02

WT-04

FEMALE WC DDA WC MALE WC

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.

WT-02

FFL35965

D29 R105

WT-01

WC1 WC2 WC3

RECYCLED RED BRICK AIR GAP RECYCLED RED BRICK TOTAL THICKNESS

WT-02

FFL35965

WC3 TL

D26 R103

WT-01

D8 R114

R114 CPT

INDOOR LEARNING COMMON 1 OUTDOOR LEARNING COMMON BREEZEWAY GPC INDOOR LEARNING COMMON 2 STAFF ROOM 2

G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.

WT-01 DOUBLE BRICK VENEER

34500

FFL35965

W11 WC2

R201 R202 R203 R204 R205 R206

G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

WALL TYPE SCHEDULE

WT-01

1250 150

WC2 WT-02 TL

R101 RU

FFL35965

WT-02

D6 WC1

150 3950

R102 CPT

1950

FFL35965

A

150 2650

FFL35965

2417

WT-02

C A302

150 3900

WT-03

D1 R101 R103 CPT

34500

D4 WC1

FOYER INFORMAL PRACTICE MUSIC CLASSROOM DRAMA STORE DRAMA (DOUBLE HEIGHT THEATRE) MUSIC REHEARSAL INSTRUMENT STORE STAFF ROOM 1 KITCHEN INSTRUMENTAL ROOM 1 INSTRUMENTAL ROOM 2 INSTRUMENTAL ROOM 3 INSTRUMENTAL ROOM 4 CLEANERS CPD STORE

2416

D3 WC1

R101 R102 R103 R104 R105 R106 R107 R108 R109 R110 R111 R112 R113 R114 R115

1200

W23 R103

2400

B

D2 WC1

W26 R204

2400

C A302

WT-01

2783

WT-01

1475 1250 1250 1250 1250 1250 250 1250 1250

A

16975

25 250

250

GENERAL NOTES

B A301

Victorian School Board Authority

D

Project

Northcote Highschool Performing Arts and VCE Centre

A101

GROUND FLOOR PLAN 250 375

14300

5925

10003650

3150

1000 600 250

30500

Scale 1:100 @ A1 Drawn: LX

A A301

1

Checked: CC

2

3

4

5

N

1

3

2

5

4

ROOM SCHEDULE

A A301

30500 10380

6100

1175

150

4850

250

A

2700

250

5145

WT-01

WT-01

WT-01

C A302

C A302

W24 R204

A

GENERAL NOTES

R101 R102 R103 R104 R105 R106 R107 R108 R109 R110 R111 R112 R113 R114 R115

FOYER INFORMAL PRACTICE MUSIC CLASSROOM DRAMA STORE DRAMA (DOUBLE HEIGHT THEATRE) MUSIC REHEARSAL INSTRUMENT STORE STAFF ROOM 1 KITCHEN INSTRUMENTAL ROOM 1 INSTRUMENTAL ROOM 2 INSTRUMENTAL ROOM 3 INSTRUMENTAL ROOM 4 CLEANERS CPD STORE

R201 R202 R203 R204 R205 R206

INDOOR LEARNING COMMON 1 OUTDOOR LEARNING COMMON BREEZEWAY GPC INDOOR LEARNING COMMON 2 STAFF ROOM 2

WC1 WC2 WC3

FEMALE WC DDA WC MALE WC

G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY. G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA. G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

W25 R204

WT-01

FFL42970

10125

R201 CPT

W28 R202

FFL42970

FFL42970

WT-01 DOUBLE BRICK VENEER

200

10031

WALL TYPE SCHEDULE

R206 CPT

R202 TL

WT-02 SINGLE STUD WALL

RECYCLED RED BRICK AIR GAP RECYCLED RED BRICK TOTAL THICKNESS

D30 R206

D33 R206

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

110MM 30MM 110MM 250MM

W28 R206

B

B

WT-04

6000

WT-05

LIFT

VICTORIAN ASH TIMBER VENEER ROCKWOOL 4 BATT VICTORIAN ASH TIMBER VENEER TOTAL THICKNESS

FFL42970

WT-04

WT-04

VOID

W4 R205

23969

FFL42970

C

WT-04 W28 R204

W28 R204

D32 R204

VICTORIAN ASH TIMBER VENEER 15MM ACOUSTIC INSULATION 100MM ROCKWOOL 4 BATT 60MM ROCKWOOL 4 BATT 60MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 250MM WT-02 ACOUSTIC WALL

C

300 3500

W3 R205

D30 R204

VICTORIAN ASH TIMBER VENEER 15MM ROCKWOOL 4 BATT 40MM ACOUSTIC INSULATION 40MM ROCKWOOL 4 BATT 40MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 150MM WT-02 CONCRETE CORE WALL

300 3500

REINFORCED CONCRETE TOTAL THICKNESS W2 R204 R204 CPT

R204 CPT

R204 CPT

FFL42970

FFL42970

FFL42970

15MM 60MM 15MM 90MM

WT-02 ACOUSTIC WALL

300 3500

R205 CPT

34500

200 WT-05

2114

34500

R203 TL

G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

MATERIALS

WT-02 SINGLE STUD WALL

WT-01

D31

VICTORIAN ASH TIMBER VENEER 15MM ROCKWOOL 4 BATT 60MM ROCKWOOL 4 BATT 60MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 150MM

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

250MM 250MM

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

250 460 3500

ARC3102

D

B A301

250

W1 R204

W14 R204

W13 R204

W15 R204

W17 R204

W16 R204

WT-01

WT-01

Client B A301

Victorian School Board Authority

D

Project

Northcote Highschool Performing Arts and VCE Centre

A102

FIRST FLOOR PLAN 250 375 3800

200 3800

200

6300

2200

3650

10753650

4750

250

Scale 1:100 @ A1

30500

Drawn: LX

A A301

1

Checked: CC

2

3

4

5

N

3

2

1

5

4

ROOF SCHEDULE PV1 PV2 PV3 PV4 PV5 PV6 PV7 PV8 PV9 PV10 PV11 PV12

A A301

30500 5145

2700

7855

14805

PHOTOVALTAIC PANEL 1 PHOTOVALTAIC PANEL 2 PHOTOVALTAIC PANEL 3 PHOTOVALTAIC PANEL 4 PHOTOVALTAIC PANEL 5 PHOTOVALTAIC PANEL 6 PHOTOVALTAIC PANEL 7 PHOTOVALTAIC PANEL 8 PHOTOVALTAIC PANEL 9 PHOTOVALTAIC PANEL 10 PHOTOVALTAIC PANEL 11 PHOTOVALTAIC PANEL 12

LANDSCAPING SCHEDULE

A

C A302

PV1

PV2

PV5

PV6

PV8

PV9

PV10

PV11

PV12

B

G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY. G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA. G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

SS

PV7

EXISTING TREES TO BE DEMOLISHED EXISTING TREES TO BE PRESERVED ROOF GARDEN KANGAROOS PAW

G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

16600

10280

PV4 HBW

C A302

PV3

A

L1 L2 L3

GENERAL NOTES

B

BR

G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

3000

SLOPE 3° 526.125m²

34500

34500

MATERIALS

23970

RG SS

L3

SS

C

C 14900

RBR

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

D

B A301

B A301

Victorian School Board Authority

D

Project

Northcote Highschool Performing Arts and VCE Centre

A103

ROOF PLAN 14800

11275

4425

Scale 1:100 @ A1

30500

Drawn: CC

A A301

1

Checked:

2

3

4

5

N

GENERAL NOTES G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

5

4

3

2

1

G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.

SINGLE PITCH ROOF SLOPE 3°

CEMENT HOLLOW BRICK WALL

WT01

900

W24 R101

D1 R101

Roof Top

8.000

Roof

7.100

First FCL

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

4.000

First FFL

3.100

Ground FCL

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

3100

W25 R101

W26 R101

±0.000

B1 A201

Ground FFL

3

4

5

ROOF GARDEN L3 - KANGAROOS PAW

SINGLE PITCH ROOF SLOPE 3°

ANGLED AND CURVED LOUVRE SYSTEM CEMENT HOLLOW BRICK WALL W15 R204

W16 R204

9.300

Roof Top

8.000

Roof

7.100

First FCL

W17 R204

900

3100

W14 R204

900 1300

2

W13 R204

W19 R106

W20 R106

4.000

First FFL

3.100

Ground FCL

R108

W21 R108

D19 R108

±0.000

SOUTH ELEVATION 1:100

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

Client

Victorian School Board Authority Project

WT01

D20

B2 A201

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ARC3102

3100

W18 R106

G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

MATERIALS

NORTH ELEVATION 1:100

1

G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

9.300

3100

ROOF GARDEN L3 - KANGAROOS PAW

900 1300

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.

Ground FFL

Northcote Highschool Performing Arts and VCE Centre

A201

NORTH AND SOUTH ELEVATION Scale 1:100 @ A1 Drawn: CC, CY Checked: CC

GENERAL NOTES

D

A

B

C

G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.

ROOF GARDEN L3 - KANGAROOS PAW

SINGLE PITCH ROOF SLOPE 3°

W3 R204

W2 R204

900 W7 R112

Roof

7.100

First FCL

W8 R111

W9 R110

W10 WC3

W11 WC2

4.000

First FFL

3.100

Ground FCL

W12 WC1

3100

W6 R113

8.000

W4 R205

WT01

W5 R108

9.300

Roof Top

3100

W1 R204

900 1300

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.

±0.000

B3 A202

Ground FFL

D

C

ROOF GARDEN L3 - KANGAROOS PAW CEMENT HOLLOW BRICK WALL

9.300

Roof Top

8.000

Roof

7.100

First FCL

4.000

First FFL

3.100

Ground FCL

900

3100

ANGLED AND CURVED LOUVRE SYSTEM

900 1300

B

W22 R103

WT01 D27 R104

±0.000

B4 A202

WEST ELEVATION 1:100

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

Victorian School Board Authority Project

3100

W23 R103

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

MATERIALS

EAST ELEVATION 1:100

A

G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

Ground FFL

Northcote Highschool Performing Arts and VCE Centre

A202

EAST AND WEST ELEVATION Scale 1:100 @ A1 Drawn: CC, CY Checked: CC

WT01

W8 R111

W5 R108

W9 R110

W6 R113

W7 R112

W8 R111

W10 WC3

W5 R108

W9 R110

W11 WC2

W6 R113

W12 WC1

W7 W10 R112 WC3

W5 R108

W8W11 R111 WC2

First FFL

3.100

Ground FCL

W6 W12 R113 WC1

W7 R112

W9 R110

R204 CPT

First FFL

3.100

Ground FCL

W9 W11 R110 WC2

Ground FFL

±0.000

FFL42970

250

4.000

First FFL

3.100

Ground FCL

W11 WC2

W12 WC1

±0.000

B3 EAST ELEVATION A202 1:100

900 1300

First FCL

GUTTER

Ground FFL

DOWNPIPE

R202 TL

FFL42970

EAST ELEVATION B3 1:100A202

7.100

WT01

Ground FFL

R202 TL

B3 EAST ELEVATION 1:100 A202

W10 WC3

W12 WC1

3100 ±0.000

DOWNPIPE

4.000

W8 W10 R111 WC3

3100

GUTTER

W7 R112

W6 R113

4.000

WT01

Roof

Roof Top

8.000

Roof

7.100

First FCL

9.300 Roof Top

4.000

First FFL

3.100

Ground FCL

8.000 Roof

±0.000

7.100First FCL

Ground FFL

CEMENT HOLLOW BRICK WALL

FFL42970

EAST ELEVATION 1:100

9.300

3100

W5 R108

10048

W4 R205

WT01

900

ANGLED AND CURVED LOUVRE SYSTEM

W3 R204

W2 R204

First FCL

8.000

ROOF GARDEN L3 - KANGAROOS PAW

900 1300

W4 R205

7.100

Roof Top

3100

W1 R204

Roof

9.300

900

W3 R204

W2 R204

First FCL

8.000

ROOF GARDEN L3 - KANGAROOS PAW

3100

W1 R204

W4 R205

7.100

Roof Top

900 1300

23952

W3 R204

W2 R204

Roof

9.300

3100

W4 R205

W1 R204

8.000

ROOF GARDEN L3 - KANGAROOS PAW

900

W3 R204

W2 R204

Roof Top

3100

W1 R204

SINGLE PITCH ROOF SLOPE 3°

9.300

900 1300

250

ROOF GARDEN L3 - KANGAROOS PAW

A A

A B

3100

SINGLE PITCH ROOF SLOPE 3°

SINGLE PITCH ROOF SLOPE 3°

BB

A C

900

TCH ROOF

BA D C

B D

900 1300

CC

D C

3100

DD

900

4.000 First FFL

A

AB

B

R104 RU

AC

A B D C

DB

FFL35965

OPERABLE WINDOWS SILL HEIGHT 1500 ABOVE FLOOR LEVEL

C

W22 R103

DC R103 CPT

D27 R104

D

W23 R103

3100

SUSPENDED CEILING

3.100Ground FCL

OPERABLE WINDOWS SILL HEIGHT 1500 ABOVE FLOOR LEVEL

±0.000 Ground FFL

3.100

Ground FCL

SECTION A 1:50 W23 R103

W23 R103

W22 R103

W22 R103

WT01 D27

D27

R104

R104

D27 R104

±0.000

GENERAL NOTES

MATERIALS

G1 THESE STRUCTURAL DRAWINGS SHALL G4 ALL DIMENSIONS SHOWN ON THESE CONDITION AND NO PART SHALL BE BE READ IN CONJUNCTION WITH ALL STRUCTURAL DRAWINGS SHALL BE VERIFIED OVERLOADED. TEMPORARY BRACING SHALL ARCHITECTURAL AND OTHER CONSULTANTS’

BY THE BUILDER ON SITE. THESE BE PROVIDED BY THE CONTRACTOR IN B4 THE BUILDING WEST ELEVATION B4 WITH WEST ELEVATION DRAWINGS AND SPECIFICATIONS AND STRUCTURAL DRAWINGS SHALL NOT BE ORDER TO KEEP A202 1:100 A202 1:100 SUCH OTHER WRITTEN INSTRUCTIONS AS SCALED FOR DIMENSIONS. WORKS AND EXCAVATIONS STABLE AT ALL MAY BE ISSUED DURING THE TIMES. COURSE OF THE CONTRACT. ANY G5 UNLESS NOTED OTHERWISE ALL LEVELS DISCREPANCY SHALL BE REFERRED TO THE ARE IN METRES AND ALL DIMENSIONS ARE IN STRUCTURAL ENGINEER BEFORE MILLIMETRES. PROCEEDING WITH THE WORK. G6 THE METHOD OF CONSTRUCTION AND G2 CONSTRUCTION USING THESE STRUCTURAL THE MAINTENANCE OF SAFETY DURING DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION IS THE RESPONSIBILITY CONSTRUCTION CERTIFICATE IS OF THE CONTRACTOR. IF ANY STRUCTURAL ISSUED BY THE PRINCIPAL CERTIFYING ELEMENT PRESENTS DIFFICULTY IN RESPECT AUTHORITY. OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED G3 ALL MATERIALS AND WORKMANSHIP SHALL TO THE STRUCTURAL ENGINEER FOR BE IN ACCORDANCE WITH THE RELEVANT RESOLUTION BEFORE PROCEEDING WITH CURRENT STANDARDS AUSTRALIA THE WORK. CODES AND WITH THE BUILDING CODE OF AUSTRALIA. G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE

AL ALUMINIUM AP ACOUSTIC PANEL BR1 RED BRICKWORK B4 ELEVATION WEST BR2 HIT + MISS BRICKWORK A202 1:100 BR3 GLAZED BLACK BRICKWORK BR4 DOUBLE BRICK VENEER BRP BRICK PAVERS CPT CARPET TILE CON CONCRETE CONP CONCRETE PAVER CT CEILING TILE FC FIBRE CEMENT SHEET GLD DOUBLE GLAZING GLS SINGLE GLAZING GLM MIRROR HBW HOLLOW BRICK HP HEMPCRETE PAVERS FLOOR LAM LAMINATE MDF TAPERED ACOUSTIC ABSORBER

1

1:100

3.100

Ground FCL

7.100

First FCL

4.000

First FFL

3.100

Ground FCL

±0.000

Ground FFL

ANGLED AND CURVED LOUVRE SYSTEM

Roof Top

8.000

Roof

7.100

First FCL

4.000

First FFL

3.100

Ground FCL

±0.000

Ground FFL

W22 R103

WT01

R104

First FFL

3100

W23 R103

D27

4.000

ANGLED AND CURVED LOUVRE SYSTEM

Roof

9.300

Ground FFL

WT01

±0.000

METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK ELEVATION WESTSTEEL GRIDWALK 1:100 PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

Rev.

WT01

Ground FFL

ROOM SCHEDULE

Revision MR MSH MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

3100

W22 R103

900

900 W23 R103

3100

A A301

First FCL

8.000

ROOF GARDEN L3 - KANGAROOS PAW

900 1300

First FFL

7.100

Roof Top

3100

4.000

ANGLED AND CURVED LOUVRE SYSTEM

Roof

9.300

900

First FCL

8.000

ROOF GARDEN L3 - KANGAROOS PAW

900 1300

7.100

Roof Top

3100

Roof

3100

ANGLED AND CURVED LOUVRE SYSTEM

8.000

9.300

900

CEMENT HOLLOW BRICK WALL

ROOF GARDEN L3 - KANGAROOS PAW

3100

CEMENT HOLLOW BRICK WALL

CEMENT HOLLOW BRICK WALL

Roof Top

900 1300

LOW

9.300

3100

ROOF GARDEN L3 - KANGAROOS PAW

900 1300

FFL35965

Date

Notes

R101 R102 R103 R104 R105 R106 R107 R108 R109 R110 R111 R112 R113 R114 R115

FOYER INFORMAL PRACTICE MUSIC CLASSROOM DRAMA STORE DRAMA (DOUBLE HEIGHT THEATRE) MUSIC REHEARSAL INSTRUMENT STORE STAFF ROOM 1 KITCHEN INSTRUMENTAL ROOM 1 INSTRUMENTAL ROOM 2 INSTRUMENTAL ROOM 3 INSTRUMENTAL ROOM 4 CLEANERS CPD STORE

R201 R202 R203 R204 R205 R206

INDOOR LEARNING COMMON 1 OUTDOOR LEARNING COMMON BREEZEWAY GPC INDOOR LEARNING COMMON 2 STAFF ROOM 2

WC1 WC2 WC3

FEMALE WC DDA WC MALE WC

ARC3102 Client

Victorian School Board Authority Project

Northcote Highschool Performing Arts and VCE Centre

A301

SECTION A Scale 1:50 @ A1 Drawn: CY, LX Checked: CC

W14 R204

W15 R204

W15 R204

W16 R204

W16 R204

W14 W17 R204 R204

W17 W13 R204 R204

W14 R204

W13 R204

26250

W15 W13 R204 R204

ROOF GARDEN

900

STEEL PERGOLA POSTS

GUTTER

W19 R106

WT01

WT01

W20 R106

W20 R106

D20 R108

W18 R106

W19 R106

W21 R108

D20 R108

W18 R106

W21 R108

W19 R106

W20 W18 R106

4.000

First FFL

3.100

Ground FCL

W19 R106

D19

D19

R108

R108

W17 R204

First FFL

3.100

Ground FCL

WT01

W20 R106

D20 R108

±0.000

7.100

250

4.000

First FFL

3.100

Ground FCL

First FFL 4.000 SINGLE PITCH ROOF SLOPE 3° Ground FCL 3.100

WT01

W21 R108

D20 R108

W21 D19 R108 R108

D20 R108

W21 D19 R108R108

Ground FFL

First FCL

D19 R108

±0.000

Ground FFL

Roof

7.100

First FCL

GUTTER

±0.000

Ground FFL DOWNPIPE

4.000 3.100

±0.000

9.300

Roof Top

8.000

Roof

7.100

First FCL

4.000

First FFL

3.100

Ground FCL

±0.000

Ground FFL

First FFL Ground FCL

Ground FFL

SOUTH ELEVATION SOUTH ELEVATION 1:100 1:100

B2 A201

B2 A201

R204 CPT

B2 A201

FFL42970

SOUTH ELEVATION 1:100

SOUTH ELEVATION 1:100

SOUTH ELEVATION 1:100 D32 R204

W28 R204

OPERABLE WINDOWS SILL HEIGHT 1500 ABOVE FLOOR LEVEL

3100

FFL42970

Ground FFL

First FCL

8.000

SUSPENDED CEILING

R203 TL B2 A201

W16 W17 R204 R204

7.100

Roof Top

900

B2 A201

4.000

WT01

W20 R106

±0.000

CEMENT HOLLOW BRICK WALL

W17 W16 R204 R204

W15 R204

3100

W19W18 R106 R106

W18 R106

ANGLED AND CURVED LOUVRE SYSTEM

First FCL

W16 R204

W15 R204

W14 R204

7.100

900 1300

CEMENT HOLLOW BRICK WALL

Roof

SINGLE PITCH ROOF SLOPE 3° Roof 8.000

9.300

900 1300

W14 W13 R204 R204

CEMENT HOLLOW BRICK WALL

3100

W13 R204

CEMENT HOLLOW BRICK WALL

900

250 3750

CEMENT HOLLOW BRICK WALL

3100

CEMENT HOLLOW BRICK WALL

First FCL

7.100

8.000

SINGLE PITCH ROOF SLOPE 3° Roof 8.000

Roof Top

9.300

3100

ANGLED AND CURVED LOUVRE SYSTEM

SINGLE PITCH ROOF SLOPE 3°

Roof Top

900

ANGLED AND CURVED LOUVRE SYSTEM

9.300

3100

ANGLED AND CURVED LOUVRE SYSTEM

SINGLE PITCH ROOF SLOPE 3° Roof 8.000

Roof Top

900 1300

ANGLED AND CURVED LOUVRE SYSTEM

SINGLE PITCH ROOF SLOPE 3°

9.300

3100

ANGLED AND CURVED LOUVRE SYSTEM

Roof Top

9.300

900

ROOF GARDEN L3 - KANGAROOS PAW

3100

ROOF GARDEN L3 - KANGAROOS PAW

900 1300

ROOF GARDEN L3 - KANGAROOS PAW

55

45

3100

ROOF GARDEN L3 - KANGAROOS PAW

4345

4 3

900

ROOF GARDEN L3 - KANGAROOS PAW

33

25

3100

4 5 21

900 1300

341 2

31

3100

22

21

900 1300

11

SUSPENDED CEILING

B A302

R107 CPT

FFL35965

FFL35965

G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY. G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.

FFL35965

D21 R108

SECTION B 1:50

GENERAL NOTES G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

D22 R107

3100

D26 R106

R108 CPT

R106 CPT

MATERIALS G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES. G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE

CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER

ROOM SCHEDULE

Revision MR MSH MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

Rev.

Date

Notes

R101 R102 R103 R104 R105 R106 R107 R108 R109 R110 R111 R112 R113 R114 R115

FOYER INFORMAL PRACTICE MUSIC CLASSROOM DRAMA STORE DRAMA (DOUBLE HEIGHT THEATRE) MUSIC REHEARSAL INSTRUMENT STORE STAFF ROOM 1 KITCHEN INSTRUMENTAL ROOM 1 INSTRUMENTAL ROOM 2 INSTRUMENTAL ROOM 3 INSTRUMENTAL ROOM 4 CLEANERS CPD STORE

R201 R202 R203 R204 R205 R206

INDOOR LEARNING COMMON 1 OUTDOOR LEARNING COMMON BREEZEWAY GPC INDOOR LEARNING COMMON 2 STAFF ROOM 2

WC1 WC2 WC3

FEMALE WC DDA WC MALE WC

ARC3102 Client

Victorian School Board Authority Project

Northcote Highschool Performing Arts and VCE Centre

A302

SECTION B Scale 1:50 @ A1 Drawn: CC Checked:

Roof

7.100

First FCL

W14 R204

W15 R204

W17 R204

GUTTER

W21 R108

WT01

D19 R108

4.000

First FFL

3.100

Ground FCL

W19 R106

First FCL

26250

W21 R108

D20 R108

±0.000

Roof Top

8.000

Roof

7.100

First FCL

ROOF GARDEN L3 - KANGAROOS PAW

ROOF GARDEN L3 - KANGAROOS PAW

ANGLED AND CURVED LOUVRE SYSTEM

ANGLED AND CURVED LOUVRE SYSTEM

CEMENT HOLLOW BRICK WALL W13 R204

D19

Ground FFL

W14 R204

W15 R204

4.000

First FFL

3.100

Ground FCL

W21 R108

D20 R108

±0.000

D19 R108

Ground FFL

3

2

250

4

W17 W15 R204 R204

W16 W14 R204 R204

W13 R204

STEEL PERGOLA POSTS 4.000

First FFL

3.100

Ground FCL

GUTTER

W18 R106

R108

3750

CEMENT HOLLOW BRICK WALL

WT01

W20 R106

DOWNPIPE

7.100

W17 R204

900

900 W18 R106

3100

W20 R106

Roof

W16 R204

3100

C1 A304

SINGLE PITCH ROOF SLOPE 3°

8.000

SINGLE PITCH ROOF SLOPE 3°

9.300

11

W19 R106

W20 R106

±0.000

900 1300

W16 R204

8.000

Roof Top

900 1300

250

SINGLE PITCH ROOF SLOPE 3°

3100

W13 R204

9.300

22

1

3100

W15 R204

Roof Top

5

900

CEMENT HOLLOW BRICK WALL

4

W18 W19 ANGLED AND CURVED LOUVRE SYSTEM WT01 R106 R106

3100

ANGLED AND CURVED LOUVRE SYSTEM

33

5

3100

SINGLE PITCH ROOF SLOPE 3°

900 1300

9.300

ROOF GARDEN L3 - KANGAROOS PAW

W17 R204

44

3

900 1300

5

1 5 2

4

Ground FFL

9.300

Roof Top

8.000

Roof

W20 R106

W21 R108

D20

7.100

First FCL

4.000

First FFL

3.100

Ground FCL

±0.000

Ground FFL

R108

SUSPENDED CEILING

SOUTH ELEVATION 1:100

W24 R101

B2 SOUTH ELEVATION A201 1:100

FFL42970

SOUTH ELEVATION 1:100

900

FFL42970

R202 CPT

B2 A201

9300

R206 CPT

B2 VATION A201 1:100

3100

CEMENT HOLLOW BRICK WALL

WC1 TL FFL35965

C A303

D6 WC1

D1 R101

G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY. G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.

W26 R101

FFL35965 OPERABLE WINDOWS SILL HEIGHT 1500 ABOVE FLOOR LEVEL

SECTION C 1:50

GENERAL NOTES G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

R103 CPT

3100

SUSPENDED CEILING

MATERIALS G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES. G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE

CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER

ROOM SCHEDULE

Revision MR MSH MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

Rev.

Date

Notes

R101 R102 R103 R104 R105 R106 R107 R108 R109 R110 R111 R112 R113 R114 R115

FOYER INFORMAL PRACTICE MUSIC CLASSROOM DRAMA STORE DRAMA (DOUBLE HEIGHT THEATRE) MUSIC REHEARSAL INSTRUMENT STORE STAFF ROOM 1 KITCHEN INSTRUMENTAL ROOM 1 INSTRUMENTAL ROOM 2 INSTRUMENTAL ROOM 3 INSTRUMENTAL ROOM 4 CLEANERS CPD STORE

R201 R202 R203 R204 R205 R206

INDOOR LEARNING COMMON 1 OUTDOOR LEARNING COMMON BREEZEWAY GPC INDOOR LEARNING COMMON 2 STAFF ROOM 2

WC1 WC2 WC3

FEMALE WC DDA WC MALE WC

ARC3102 Client

Victorian School Board Authority Project

Northcote Highschool Performing Arts and VCE Centre

A303

SECTION C Scale 1:50 @ A1 Drawn: LX Checked: CC

D19

R10

ROOM SCHEDULE

STEEL SHEET ROOFING FIXED TO STEEL ROOF FRAMING THERMAL ROOF INSULATION PROVIDED: ROCKWOOL, 4 BATT R VALUE

210

SHS STRUT AT REQUIRED CENTRES WITH CONTINUOUS EQUAL ANGLE TO SUPPORT EAVES GUTTER REFER TO STRUCTURAL ENGINEERING DETAILS

210

PROVIDE FLASHING TO TOP OF BRICK VENEER WALL

SHS REFER TO STRUCTURAL ENGINEERING DETAILS RAINWATER FILTER

300 10 54

78

650

650

650

1900

55

PROVIDE CEILING SUSPENSION SYSTEM REFER TO SUPPLIER FOR DETAILS

GENERAL NOTES

R101 R102 R103 R104 R105 R106 R107 R108 R109 R110 R111 R112 R113 R114 R115

FOYER INFORMAL PRACTICE MUSIC CLASSROOM DRAMA STORE DRAMA (DOUBLE HEIGHT THEATRE) MUSIC REHEARSAL INSTRUMENT STORE STAFF ROOM 1 KITCHEN INSTRUMENTAL ROOM 1 INSTRUMENTAL ROOM 2 INSTRUMENTAL ROOM 3 INSTRUMENTAL ROOM 4 CLEANERS CPD STORE

R201 R202 R203 R204 R205 R206

INDOOR LEARNING COMMON 1 OUTDOOR LEARNING COMMON BREEZEWAY GPC INDOOR LEARNING COMMON 2 STAFF ROOM 2

WC1 WC2 WC3

FEMALE WC DDA WC MALE WC

G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY. G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA. G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

STEEL SHEET ROOFING FIXED TO STEEL ROOF FRAMING

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

SOLAR PANEL

GUTTER

WALL TYPE SCHEDULE 120

120

STEEL LINTEL MEMBER REFER TO STRUCTURAL ENGINEERING DETAILS

ALUMINIUM DOWN PIPE THERMAL ROOF INSULATION PROVIDED: ROCKWOOL, 4 BATT R VALUE

ALUMINIUM DOWN PIPE

110MM 30MM 110MM 250MM

VICTORIAN ASH TIMBER VENEER 15MM ROCKWOOL 4 BATT 60MM ROCKWOOL 4 BATT 60MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 150MM

3080

FFL42970

RECYCLED RED BRICK AIR GAP RECYCLED RED BRICK TOTAL THICKNESS

WT-02 SINGLE STUD WALL

WT-01 R206 CPT

WT-01 DOUBLE BRICK VENEER

C2 A305

DETAIL SECTION 2 1:20

WT-01

15MM 60MM 15MM 90MM

WT-02 ACOUSTIC WALL VICTORIAN ASH TIMBER VENEER 15MM ACOUSTIC INSULATION 100MM ROCKWOOL 4 BATT 60MM ROCKWOOL 4 BATT 60MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 250MM

920

PROVIDE CEILING SUSPENSION SYSTEM REFER TO SUPPLIER FOR DETAILS

SHS REFER TO STRUCTURAL ENGINEERING DETAILS

55

300 10 54

10

605

700

WT-02 ACOUSTIC WALL DOWN PIPE LEADING TO GREYWATER RECYCLING WATER TANK

STEEL ANGLE LINTEL REFER TO STRUCTURAL ENGINEERING DETAILS

BLACKWATER PIPE WC1 TL

WT-01

VICTORIAN ASH TIMBER VENEER 15MM ROCKWOOL 4 BATT 40MM ACOUSTIC INSULATION 40MM ROCKWOOL 4 BATT 40MM VICTORIAN ASH TIMBER VENEER 15MM TOTAL THICKNESS 150MM WT-02 CONCRETE CORE WALL

6 STAR WELS TOILET

3080

FFL35965

PROVIDE FLASHING TO CAVITY AS REQUIRED

THERMAL ROOF INSULATION PROVIDED: ROCKWOOL, 4 BATT R VALUE

REINFORCED CONCRETE TOTAL THICKNESS

G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

MATERIALS

WT-02 SINGLE STUD WALL VICTORIAN ASH TIMBER VENEER ROCKWOOL 4 BATT VICTORIAN ASH TIMBER VENEER TOTAL THICKNESS

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

250MM 250MM

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

10MM VICTORIAN TIMBER WOOD VENEER

Victorian School Board Authority

308

140

140

Project

750

WATER TANK

C3 A306

DETAIL SECTION 3 1:20

Northcote Highschool Performing Arts and VCE Centre

A304, A305, A306 DETAIL SECTIONS

C1 A304

DETAIL SECTION 1 1:25

Scale 1:20 @ A1 1:25 @ A1 Drawn: LX Checked: CC

GENERAL NOTES

EAST FACADE WINDOWS

WINDOW SIZE FRAME INTERIOR

W1 3500*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

WINDOW SIZE FRAME INTERIOR

W2 3500*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

WINDOW SIZE FRAME INTERIOR

WINDOW SIZE FRAME INTERIOR

W3 3500*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

WINDOW SIZE FRAME INTERIOR

W4 3500*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

W10 WC3

W11 WC2

W5-W12 1200*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

WINDOW SIZE FRAME INTERIOR

W14 3800*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

WINDOW SIZE FRAME INTERIOR

W15 6300*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

W16 R204

WINDOW SIZE FRAME INTERIOR

W16 3650*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

1600.00

W15 R204

3800.00

3650.00

1600.00

W14 R204

3650.00

1600.00

1600.00

1600.00

1600.00

6300.00

3800.00

W13 2350*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

W17 R204

WINDOW SIZE FRAME INTERIOR

W17 3650*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES. G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

W18 R106

WINDOW SIZE FRAME INTERIOR

W18 3800*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

2650.00

WINDOW SIZE FRAME INTERIOR

W19 3800*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

2340.00

6300.00

1600.00

1600.00

3800.00

W19 R106

W20 R106

WINDOW SIZE FRAME INTERIOR

W21 R108

MATERIALS

W20 6300*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

WINDOW SIZE FRAME INTERIOR

W21 2650*2340mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

WEST FACADE WINDOWS

NORTH FACADE WINDOWS 16850.00

W24 R201

3800.00

W22 R103

WINDOW SIZE FRAME INTERIOR

W22 5050*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

1600.00

1600.00

3100.00

5050.00

WINDOW SIZE FRAME INTERIOR

W23 R103

WINDOW SIZE FRAME INTERIOR

W23 3800*1600mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

W24 8450*3100mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

900.00

16850.00

W25 R101

WINDOW SIZE FRAME INTERIOR

G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.

G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

2350.00

WINDOW SIZE FRAME INTERIOR

W12 WC1

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA.

SOUTH FACADE WINDOWS

W13 R204

1200.00

1600.00

W9 R110

1200.00

1600.00

W8 R111

1200.00

1600.00

W7 R112

1200.00

1600.00

W6 R113

1200.00

1600.00

W5 R108

1200.00

1600.00

W4 R205

1200.00

1600.00

W3 R204

1600.00

W2 R204

1200.00

3500.00

1600.00

W1 R204

3500.00

1600.00

3500.00

1600.00

1600.00

3500.00

G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102

INTERNAL WINDOWS

Client

Victorian School Board Authority

W25 3450*900mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

Project 16850.00

Northcote Highschool Performing Arts and VCE Centre

9250.00

A401

2450.00

3100.00

3100.00

WINDOW SCHEDULE 2040.00

W26 R201

WINDOW SIZE FRAME INTERIOR

W26 8450*3100mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

W28 R204

W27 R108

WINDOW SIZE FRAME INTERIOR

W27 2450*2040mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

Scale 1:50 @ A1 WINDOW SIZE FRAME INTERIOR

W25 9250*3100mm VICTORIAN ASH TIMBER TRIPLE GLAZED GLASS

Drawn: CC, CY Checked: CC

GENERAL NOTES G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.

GROUND FLOOR DOORS 2350.00

WC2

1000.00

1000.00

D19 1500*2340mm STEEL GLASS

DOOR SIZE FRAME INTERIOR

D20 1000*2340mm STEEL GLASS

DOOR SIZE FRAME INTERIOR

WC3

WC3

2400.00

D21 2000*2040mm VICTORIAN ASH TIMBER TIMBER INSERT

2340.00 DOOR SIZE FRAME INTERIOR

D22 2400*2340mm VICTORIAN ASH TIMBER TIMBER INSERT

DOOR SIZE FRAME INTERIOR

D18

D19

D20

D21

D22

D23

R108

R108

R108

R107

R105

2400.00

2400.00

DOOR D25 SIZE 1000*2040mm VICTORIAN ASH TIMBER FRAME INTERIOR TIMBER INSERT

D26 1600*2040mm VICTORIAN ASH TIMBER TIMBER INSERT

DOOR SIZE FRAME INTERIOR

D27 2400*2340mm STEEL GLASS

2340.00

2340.00

2340.00

2040.00

2040.00

1600.00

DOOR SIZE FRAME INTERIOR

D28 2400*2340mm VICTORIAN ASH TIMBER TIMBER INSERT

DOOR SIZE FRAME INTERIOR

D26

D27

D28

D29

R106

R104

R104

R110

FIRST FLOOR DOORS 2400.00

2400.00

1200.00

D23 2400*2340mm VICTORIAN ASH TIMBER TIMBER INSERT

MATERIALS AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

Victorian School Board Authority

2340.00

2340.00

2040.00

D29 2400*2340mm VICTORIAN ASH TIMBER TIMBER INSERT

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

R113

DOOR SIZE FRAME INTERIOR

1840.00

1840.00

1840.00

WC3

D17

D25

2040.00

WC3

R112

R105

Project

D30 DOOR 1200*2040mm SIZE VICTORIAN ASH TIMBER FRAME TIMBER INSERT INTERIOR

R206

D13

D16

D24

D30

D12

2400.00

R106

DOOR SIZE FRAME INTERIOR

D11

R111

1000.00

1200.00

G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

D10

D9 WC3

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA. G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

D10-13 700*2040mm VICTORIAN ASH TIMBER TIMBER INSERT

2000.00

DOOR SIZE FRAME INTERIOR

D15-D18 1415*3000mm VICTORIAN ASH TIMBER TIMBER INSERT

700.00

DOOR SIZE FRAME INTERIOR

D15

1600.00

2040.00

D8 R114

1000.00

2400.00

D24 1600*2040mm VICTORIAN ASH TIMBER TIMBER INSERT

2040.00

D7

D6 WC1

700.00

R110

D14

DOOR SIZE FRAME INTERIOR

2040.00

2040.00

2040.00

1840.00

1840.00 1000.00

2040.00

2040.00

2040.00

1000.00

D14 DOOR 1000*2040mm SIZE VICTORIAN ASH TIMBER FRAME TIMBER INSERT INTERIOR

D5 WC1

D4 WC1

2040.00

1000.00

1000.00

DOOR SIZE FRAME INTERIOR

D3 WC1

700.00

2340.00

D2 WC1

D6-9 1415*3000mm VICTORIAN ASH TIMBER TIMBER INSERT

2040.00

D1 R101

DOOR SIZE FRAME INTERIOR

D2-D5 700*2000mm VICTORIAN ASH TIMBER TIMBER INSERT

2340.00

DOOR SIZE FRAME INTERIOR

1000.00 700.00

2340.00

D1 2350*2400mm VICTORIAN ASH TIMBER TIMBER INSERT

1000.00

700.00

2040.00

DOOR SIZE FRAME INTERIOR

700.00

1840.00

700.00

1840.00

2400.00

700.00

1000.00

1840.00

1000.00

D31

D31 DOOR 1200*2040mm SIZE VICTORIAN ASH TIMBER FRAME TIMBER INSERT INTERIOR

D32 2400*2340mm VICTORIAN ASH TIMBER TIMBER INSERT

DOOR SIZE FRAME INTERIOR

D32

D33

R204

R201

D33 2400*2040mm VICTORIAN ASH TIMBER TIMBER INSERT

Northcote Highschool Performing Arts and VCE Centre

A402

DOOR SCHEDULE

Scale 1:50 @ A1 Drawn: CC, CY Checked: CC

GENERAL NOTES G1 THESE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS’ DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. G2 CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY.

Implementation of photovaltaic panels to reduce carbon footprint through the use of renewable energy New roof louvre shading system that caters to the angles and curvature of Roof Garden increased in size.

The roof garden will also contain a rainwater collection system for water recycling.

G3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT STANDARDS AUSTRALIA CODES AND WITH THE BUILDING CODE OF AUSTRALIA. G4 ALL DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS SHALL BE VERIFIED

BY THE BUILDER ON SITE. THESE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. G5 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

Kangaroos Paw will be used for the roof garden system as it is a hardy native Australian plant that thrive with regular watering with a free draining soil - perfect for a rainwater collection system.

G6 THE METHOD OF CONSTRUCTION AND THE MAINTENANCE OF SAFETY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY STRUCTURAL ELEMENT PRESENTS DIFFICULTY IN RESPECT OF CONSTRUCTABILITY OR SAFETY, THE MATTER SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

The inclusion of a native plant also will not impact the local biodiversity of flora and fauna.

G7 DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TO KEEP THE BUILDING WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

MATERIALS

New roof louvre shading system that caters to the angles and curvature of the path of the sun.

Cement Hollow Brick Wall that allows for natural ventilation and sunlight, thus reducing the need for artificial lighting and conserving energy

AL AP BR1 BR2 BR3 BR4 BRP CPT CON CONP CT FC GLD GLS GLM HBW HP LAM MDF MR MSH1 MSH2 MSH3 PB PBA PBF PBW RBR RU SP SS TL TP VAT VY1 VY2 WFP

ALUMINIUM ACOUSTIC PANEL RED BRICKWORK HIT + MISS BRICKWORK GLAZED BLACK BRICKWORK DOUBLE BRICK VENEER BRICK PAVERS CARPET TILE CONCRETE CONCRETE PAVER CEILING TILE FIBRE CEMENT SHEET DOUBLE GLAZING SINGLE GLAZING MIRROR HOLLOW BRICK HEMPCRETE PAVERS FLOOR LAMINATE TAPERED ACOUSTIC ABSORBER METAL ROOF STAINLESS STEEL MESH STEEL FRAMEWORK GRIDWALK STEEL PLASTERBOARD PLASTERBOARD - ACOUSTIC PLASTERBOARD - FIRE RATED PLASTERBOARD - WET AREA RECYCLED RED BRICK RUBBER MAT SOLAR PANEL STAINLESS STEEL TILE TIMBER PANELS VICTORIAN ASH TIMBER VINYL SPRUNG FLOOR WOOD FIBRE SOUND ABSORBING

ARC3102 Client

Victorian School Board Authority Project

Northcote Highschool Performing Arts and VCE Centre

A501

3D SCHEMATIC VIEW

Scale NTS Drawn: CC, CY Checked: CC

REFLECTIVE JOURNAL I found this unit ARC3102 tremendously informative, functional and valuable. Through this unit I’ve learned practical technical skills, the importance and advantages of regenerative design buildings, research skills, the importance of feedback and ammendments to work in order to achieve the best results possible, and teamwork in difficult architectural drawing assignments.

Technical Skills: I found the technical skills required in drawings for this course to be very enlighting and insightful.

It was actually very interesting to read the “AS 1100 Part 301 Architectural Drawing”. I found myself doing plenty of additional research in order to supplement my drawings. This was a very enriching expperience for me.

Regenerative Design: Through this unit, I had the chance to refresh my knowledge of regenerative design using the Living Building Challenge that I was first introduced to last semester in Performance 3. The concept of environmentally friendly buildings has always been interesting to me and I’ve always considered it an important aspect to consider in architectural design. Through the Performance units, I have been equipped with knowledge that I can bring into my architectural career to promote buildings that are carbon neutral and net positive.

Feedback and Ammendments: Thanks to this unit’s strong encouragement in bringing work for critiquing every week, and Peter Ho’s expansive knowledge and assistance in how I can improve my work every week, I have gone from drawings that were simple and not technically accurate to the work that I have presented in my folio today. I experienced firsthand the changes in the quality of work I produced week by week. Slowly but surely, I saw my drawings improving with the advice from Peter Ho. I am deeply appreciative of this.

Teamwork: During this semester, I found myself working with 2 different group configurations. In my first group of 3 for Assignment 2, one of my members was absent from all classes and did not contribute. Thus, my partner and I buckled down in our research and discussions in order to pick up the slack for Assignment 2. In my second group of 3, I found that one of the members assigned to the group was not producing work up to the standard that the group had set. This member was also in charge of collating the drawings - however, when all the drawings were sent to him, annotations and details would be deleted in the final templates he would bring to class. This was quite vexxing and stressful for me and my other partner. Thus, my other partner and I would collect all the group drawings in order to ammend them to standard. I also created a new template to present all the work and did all the writing, notes and annotations. The teamwork aspect of this unit has proven to be the most difficult, but it has taught me a valuable lesson that although things may not quite go the way I want them to, there is always a way out of a difficult situation by pulling ourselves together and doubling down hard on work.

Concluding Remarks: Through all the enriching and difficult moments, I found myself enjoying the unit overall by overcoming difficulties; I feel a sense of pride in the work that I have been able to submit.

REFERENCES & RESOURCES •

Australian Government Department of Industry, Science and Resources - Premises Standards Review 2021 https://www.industry.gov.au/publications/premises-standards-review-2021

•

Australian Standard, Technical drawing, Part 301: Architectural drawing https://www.scribd.com/doc/300142503/AS-1100-Part-301-Architectural-Drawing

•

Darebin Planning Scheme https://www.darebin.vic.gov.au/Planning-and-building/Planning/Planning-step-1-gatherinformation/Planning-scheme-and-strategic-planning/Darebin-planning-scheme-and-referencedocuments

•

Kennedy Nolan https://www.kennedynolan.com.au/ northcote-high-school-masterplan

•

Kerstin Thompson Architects https://kerstinthompson.com/projects/northcote-high-school-performing-arts-vce-centre

•

Living Building Challenge https://living-future.org/lbc/

•

Northcote Highschool https://www.nhs.vic.edu.au/about-us/school-council/

FINAL INVOICE CC ARCHITECTS Invoice No: 28942018

Bill To: Northcote High School Name of Client: Tom Kirkland, Address of Client: 33 St Andrews Pl, East Melbourne, VIC 3002 Attention: Client Representative

Customer ID: 8402

Date

Contract Reference

05/06/2024

Letter of Engagement dated 27/02/2024 Services

Provision of Architectural Services for [Northcote Highschool Performing Arts and VCE Centre] CAA Reference

Total Fee

% Complete

Amount

A2. DESIGN DEVELOPMENT • REGENERATIVE PERFORMANCE IMPROVEMENTS • ETC

$68,182 (Excl. GST)

100

$80,454.76 (Incl. GST)

A4. CONSTRUCTION DOCUMENTATION • REGULATORY ASSESSMENT, RESEARCH AND SPECIFICATION OF CONSTRUCTION SYSTEMS AND MATERIALS IN ACCORDANCE WITH AUSTRALIAN STANDARDS • PREPARE DRAWINGS, INCLUDING PLANS, ELEVATIONS, SECTIONS, DETAILS, SPECIFICATIONS, AND SCHEDULES • ETC

$159,000 (Excl. GST)

100

$186,620 (Incl. GST)

$227,272 (Excl. GST)

$268,074.76 (Incl. GST) $0

AMOUNT PAID TO DATE: Balance Due:

$268,074.76

As per our contract of 27/02/2024, please provide payment via electronic bank transfer to the following account WITHIN SEVEN (7) DAYS OF THE DATE OF THIS INVOICE. Please also let me know if you need any further information to support payment.

Bank Account Details: 9852899 Bank: Commonwealth Bank Best Regards, Claudia Chong Director, CC Architects ccho0045@student.monash.edu

Account Name: CC Architects Branch Number: 02

Account Number: 824 795 5239