RMIT EDUCATIONAL BUILDING 45 RENOVATION by luolindeng

Office Use Onl Application No.:

Date Lodged:

Application for a Planning

Permit

If you need help to complete this form, read MORE INFORMATION at the end of this form. Any material submitted with this application, including plans and personal information, will be made available for public viewing, including electronically, and copies may be made for interested parties for the purpose of enabling consideration and review as part of a planning process under the Planning and Environment Act 1987. If you have any questions, please contact Council’s planning department.

Planning Enquiries Phone: (03) 9658 9658 Web: www.melbourne.vic.gov.au

Questions marked with an asterisk (*) must be completed. If the space provided on the form is insufficient, attach a separate sheet i

The Land

Click for further information.

Address of the land. Complete the Street Address and one of the Formal Land Descriptions. Street Address *

Unit No.:

St. No.:33

St. Name:LYGON

STREET Postcode:3053

Suburb/Locality:CARLTON

Formal Land Description * Complete either A or B. This information can be found on the certificate of title. If this application relates to more than one address, attach a separate sheet setting out any additional property details.

Lot No.:

Lodged Plan

Title Plan

Plan of Subdivision

No.:

OR B

Crown Allotment No.:

Section No.:

Parish/Township Name:

The Proposal You must give full details of your proposal and attach the information required to assess the application. Insufficient or unclear information will delay your application

For what use, development or other matter do you require a permit? *

CONSTRUCTION OF A 4-STOREY MIXED USE BUILDING COMPRISING AN EDUCATION CENTRE, GUESS RESIDENT AND A REDUCTION IN THE EXISITNG GROUND FLOOR INTO AN EXHIBITION SPACE.

Provide additional information about the proposal, including: plans and elevations; any information required by the planning scheme, requested by Council or outlined in a Council planning permit checklist; and if required, a description of the likely effect of the proposal.

Cost $10,000,000

Estimated cost of any development for which the permit is required *

You may be required to verify this estimate. Insert ‘0’ if no development is proposed.

If the application is for land within metropolitan Melbourne (as defined in section 3 of the Planning and Environment Act 1987) and the estimated cost of the development exceeds $1 million (adjusted annually by CPI) the Metropolitan Planning Levy must be paid to the State Revenue Office and a current levy certific e must be submitted with the application. Visit www.sro.vic.gov.au for information.

Application for a Planning Permit | Metropolitan Council

Page 1

Existing Conditions Describe how the land is used and developed now *

EDUCATION PRECINCT

For example, vacant, three dwellings, medical centre with two practitioners, licensed restaurant with 80 seats, grazing. Provide a plan of the existing conditions. Photos are also helpful.

Title Information Encumbrances on title *

Does the proposal breach, in any way, an encumbrance on title such as a restrictrive covenant, section 173 agreement or other obligation such as an easement or building envelope? Yes (If ‘yes’ contact Council for advice on how to proceed before continuing with this application.) No Not applicable (no such encumbrance applies). Provide a full, current copy of the title for each individual parcel of land forming the subject site. The title includes: the covering ‘register search statement’, the title diagram and the associated title documents, known as ‘instruments’, for example, restrictive covenants.

Applicant and Owner Details

Provide details of the applicant and the owner of the land. Applicant * The person who wants the permit.

Name:

Title:

First Name:

Organisation (if applicable):RMIT

Surname:

UNIVERSITY

Postal Address:

Unit No.:

If it is a P.O. Box, enter the details here:

St. No.:

St. Name:

Suburb/Locality:CARLTON Please provide at least one contact phone number *

Where the preferred contact person for the application is different from the applicant, provide the details of that person.

State:

Postcode:3053

Contact information for applicant OR contact person below Business phone:0433333333

Email:XXXXX@gmail.com

Mobile phone:

Fax:

Contact person’s details*

Same as applicant

Name:

Title:

First Name:LUOLIN

Surname:DENG

Organisation (if applicable): Postal Address:

Unit No.:

If it is a P.O. Box, enter the details here:

St. No.:

St. Name:

Suburb/Locality:CARLTON

State:VIC

Owner * The person or organisation who owns the land Where the owner is different from the applicant, provide the details of that person or organisation.

Same as applicant

Name:

Title:

First Name:

Organisation (if applicable):RMIT Postal Address:

Unit No.:

Postcode:3053

Surname:

UNIVERSITY If it is a P.O. Box, enter the details here:

St. No.:

Suburb/Locality: Owner’s Signature (Optional):

St. Name: State:

Postcode: Date:13/11/2020 day / month / year

Application for a Planning Permit | Metropolitan Council

Page 2

Declaration

This form must be signed by the applicant * Remember it is against the law to provide false or misleading information, which could result in a heavy fine and cancellatio of the permit.

I declare that I am the applicant; and that all the information in this application is true and correct; and the owner (if not myself) has been notified of the permit application. Signature:

Date:23/10/2020 day / month / year

Need help with the Application?

General information about the planning process is available at planning.vic.gov.au Contact Council’s planning department to discuss the specific requirements for his application and obtain a planning permit checklist. Insufficient or unclear information may delay your application Has there been a pre-application meeting with a council planning officer

Checklist

Yes

If ‘Yes’, with whom?: Date:23/10/2020

day / month / year

Filled in the form completely?

Have you:

Paid or included the application fee?

Most applications require a fee to be paid. Contact Council to determine the appropriate fee.

Provided all necessary supporting information and documents? A full, current copy of title information for each individual parcel of land forming the subject site. A plan of existing conditions. A3 plans showing the layout and details of the proposal. Any information required by the planning scheme, requested by council or outlined in a council planning permit checklist. If required, a description of the likely effect of the proposal (for example, traffic, noise, environmental impacts). If applicable, a current Metropolitan Planning Levy certificate (a levy certificate expires 90 days after the day on which it i issued by the State Revenue Office and then cannot be used). Failure to comply means the application is void

Completed the relevant council planning permit checklist? Signed the declaration?

Lodgement

Lodge the completed and signed form, the fee and all documents with:

By Post: Planning epartment it o elbourne P o 603 elbourne 300 In Person: Melbourne Town Hall 1 0 Swanston treet elbourne 3000 Contact information: Phone: (03) 9658 9658 a : (03) 965 85 Email: planning melbourne.vic.gov.au : 0 8 ranslation: mharic (03) 9 80 0 6 antonese (03) 9 80 0 ree (03) 9 80 0 8 n onesian (03) 9 80 0 9 talian (03) 9 80 0 0 an arin (03) 9 80 0 omali (03) 9 80 0 panish (03) 9 80 0 3 ur ish (03) 9 80 0 ietnamese (03) 9 80 0 5 an all other languages (03) 9 80 0 6

Deliver application in person, by post or by electronic lodgement.

Application for a Planning Permit | Metropolitan Council

Page 3

MORE INFORMATION

The Land Planning permits relate to the use and development of the land. It is important that accurate, clear and concise details of the land are provided with the application. How is land identified Land is commonly identified by a street address, but sometimes this alone does not provide an accurate identification of the relevant parcel of land relating to an application. Make sure you also provide the formal land description - the lot and plan number or the crown, section and parish/township details (as applicable) for the subject site. This information is shown on the title. See Example 1.

The Proposal Why is it important to describe the proposal correctly? The application requires a description of what you want to do with the land. You must describe how the land will be used or developed as a result of the proposal. It is important that you understand the reasons why you need a permit in order to suitably describe the proposal. By providing an accurate description of the proposal, you will avoid unnecessary delays associated with amending the description at a later date. Planning schemes use speci c e nitions for different types of use and development. Contact the Council planning of ce at an early stage in preparing your application to ensure that you use the appropriate terminology and provide the required details. How do planning schemes affect proposals? A planning scheme sets out policies and requirements for the use, development and protection of land. There is a planning scheme for every municipality in Victoria. Development of land includes the construction of a building, carrying out works, subdividing land or buildings and displaying signs. Proposals must comply with the planning scheme provisions in accordance with Clause 61.05 of the planning scheme. Provisions may relate to the State Planning Policy Framework, the Local Planning Policy Framework, zones, overlays, particular and general provisions. You can access the planning scheme by either contacting Council’s planning department or by visiting Planning Schemes Online at planning-schemes.delwp.vic.gov.au You can obtain a planning certificate to establish planning scheme details about your property. A planning certificate identifies the zones an overlays that apply to the land, but it does not identify all of the provisions of the planning scheme that may be relevant to your application. Planning certi cates for land in metropolitan areas and most rural areas can be obtained by visiting www.landata.vic.gov.au Contact your local Council to obtain a planning certificate in Central Gol fields, Corangamite, Macedon Ranges and Greater Geelong. You can also use the free Planning Property Report to obtain the same information. See Example 2. Estimated cost of development In most instances an application fee will be required. This fee must be paid when you lodge the application. The fee is set down by government regulations. To help Council calculate the application fee, you must provide an accurate cost estimate of the proposed development. This cost does not include the costs of development that you could undertake without a permit or that are separate from the permit process. Development costs should be calculated at a normal industry rate for the type of construction you propose. Council may ask you to justify your cost estimates. Costs are required solely to allow Council to calculate the permit application fee. Fees are exempt from GST. Costs for different types of development can be obtained from specialist publications such as Cordell Housing: Building Cost Guide or Rawlinsons: Australian Construction Handbook. Contact the Council to determine the appropriate fee. Go to planning.vic.gov.au to view a summary of fees in the Planning and Environment (Fees) Regulations.

Application for a Planning Permit | Metropolitan Council

Metropolitan Planning Levy refer Division 5A of Part 4 of the Planning and Environment Act 1987 (the Act). A planning permit application under section 47 or 96A of the Act for a development of land in metropolitan Melbourne as defined in section 3 of the Act may be a leviable application. If the cost of the development exceeds the threshold of $1 million (adjusted annually by consumer price index) a levy certificate must be obtained from the State Revenue Office after payment of the levy. A valid levy certificate must be submitted to the responsible planning authority (usually council) with a leviable planning permit application. Refer to the State Revenue Office website at www.sro.vic.gov.au for more information. A leviable application submitted without a levy certificate is void.

Existing Conditions How should land be described? You need to describe, in general terms, the way the land is used now, including the activities, buildings, structures and works that exist (e.g. single dwelling, 24 dwellings in a three-storey building, medical centre with three practitioners and 8 car parking spaces, vacant building, vacant land, grazing land, bush block). Please attach to your application a plan of the existing conditions of the land. Check with the local Council for the quantity, scale and level of detail required. It is also helpful to include photographs of the existing conditions. See Example 3.

Title Information What is an encumbrance? An ‘encumbrance’ is a formal obligation on the land, with the most common type being a ‘mortgage’. Other common examples of encumbrances include: • Restrictive Covenants: A ‘restrictive covenant’ is a written agreement between owners of land restricting the use or development of the land for the benefit of others, (eg. a limit of one dwelling or limits on types o building materials to be used). • Section 173 Agreements: A ‘section 173 agreement’ is a contract between an owner of the land and the Council which sets out limitations on the use or development of the land. • Easements: An ‘easement’ gives rights to other parties to use the land or provide for services or access on, under or above the surface of the land. • Building Envelopes: A ‘building envelope’ defines the developmen boundaries for the land. Aside from mortgages, the above encumbrances can potentially limit or even prevent certain types of proposals. What documents should I check to find encumbrances Encumbrances are identified on the title (register search statement) under the header ‘encumbrances, caveats and notices’. The actual details of an encumbrance are usually provided in a separate document (instrument) associated with the title. Sometimes encumbrances are also marked on the title diagram or plan, such as easements or building envelopes. What about caveats and notices? A ‘caveat’ is a record of a claim from a party to an interest in the land. Caveats are not normally relevant to planning applications as they typically relate to a purchaser, mortgagee or chargee claim, but can sometimes include claims to a covenant or easement on the land. These types of caveats may affect your proposal. Other less common types of obligations may also be specified on title in the form of ‘notices’. These may have an effect on your proposal, such as a notice that the building on the land is listed on the Heritage Register. What happens if the proposal contravenes an encumbrance on title? Encumbrances may affect or limit your proposal or prevent it from proceeding. Section 61(4) of the Planning and Environment Act 1987 for example, prevents a Council from granting a permit if it would result in a breach of a registered restrictive covenant. If the proposal contravenes any encumbrance, contact the Council for advice on how to proceed.

Addendum

You may be able to modify your proposal to respond to the issue. If not, separate procedures exist to change or remove the various types of encumbrances from the title. The procedures are generally quite involved and if the encumbrance relates to more than the subject property, the process will include notice to the affected party. You should seek advice from an appropriately qualified person, such as a solicitor, if you need to interpret the effect of an encumbrance or if you seek to amend or remove an encumbrance. Why is title information required?

Declaration The declaration should be signed by the person who takes responsibility for the accuracy of all the information that is provided. This declaration is a signed statement that the information included with the application is true and correct at the time of lodgement. The declaration can be signed by the applicant or owner. If the owner is not the applicant, the owner must either sign the application form or must be notified of the application which is acknowledged in the declaration

Title information confirms the location and dimensions of the land specified in the planning application and any obligations a fecting what can be done on or with the land.

Obtaining or attempting to obtain a permit by wilfully making or causing any false representation or declaration, either orally or in writing, is an offence under the Planning and Environment Act 1987 and could result in a fine and/or cancellation of the permit

As well as describing the land, a full copy of the title will include a diagram or plan of the land and will identify any encumbrances, caveats and notices.

Need help with the Application?

What is a ‘full’ copy of the title? The title information accompanying your application must include a ‘register search statement’ and the title diagram, which together make up the title.

If you have attended a pre-application meeting with a Council planner, fill in the name of the planner and the date, so that the person can be consulted about the application once it has been lodged.

Checklist

In addition, any relevant associated title documents, known as ‘instruments’, must also be provided to make up a full copy of the title.

What additional information should you provide to support the proposal?

Check the title to see if any of the types of encumbrances, such as a restrictive covenant, section 173 agreement, easement or building envelope, are listed. If so, you must submit a copy of the document (instrument) describing that encumbrance. Mortgages do not need to be provided with planning applications.

You should provide sufficient supporting material with the application to describe the proposal in enough detail for the Council to make a decision. It is important that copies of all plans and information submitted with the application are legible.

Some titles have not yet been converted by Land Registry into an electronic register search statement format. In these earlier types of titles, the diagram and encumbrances are often detailed on the actual title, rather than in separate plans or instruments. Why is ‘current’ title information required? It is important that you attach a current copy of the title for each individual parcel of land forming the subject site. ‘Current’ title information accurately provides all relevant and up-to-date information. Some councils require that title information must have been searched within a specified time frame. Contact the Council for advice on their requirements. Copies of title documents can be obtained from Land Registry: Level 10, 570 Bourke Street, Melbourne; 03 8636 2010; www.landata.vic.gov. au – go direct to “titles & property certificates”

Applicant and Owner Details This section provides information about the permit applicant, the owner of the land and the person who should be contacted about any matters concerning the permit application. The applicant is the person or organisation that wants the permit. The applicant can, but need not, be the contact person. In order to avoid any confusion, the Council will communicate only with the person who is also responsible for providing further details. The contact may be a professional adviser (e.g. architect or planner) engaged to prepare or manage the application. To ensure prompt communications, contact details should be given. Check with Council how they prefer to communicate with you about the application. If an email address is provided this may be the preferred method of communication between council and the applicant/contact.

There may be specific application requirements set out in the planning scheme for the use or development you propose. The application should demonstrate how these have been addressed or met. The checklist is to help ensure that you have: • provided all the required information on the form • included payment of the application fee • attached all necessary supporting information and documents • completed the relevant Council planning permit checklist • signed the declaration on the last page of the application form The more complete the information you provide with your permit application, the sooner Council will be able to make a decision.

Lodgement The application must be lodged with the Council responsible for the planning scheme in which the land affected by the application is located. In some cases the Minister for Planning or another body is the responsible authority instead of Council. Ask the Council if in doubt. Check with Council how they prefer to have the application lodged. For example, they may have an online lodgement system, prefer email or want an electronic and hard copy. Check also how many copies of plans and the size of plans that may be required. Contact details are listed in the lodgement section on the last page of the form. Approval from other authorities: In addition to obtaining a planning permit, approvals or exemptions may be required from other authorities or Council departments. Depending on the nature of your proposal, these may include food or health registrations, building permits or approvals from water and other service authorities.

The owner of the land is the person or organisation who owns the land at the time the application is made. Where a parcel of land has been sold and an application made prior to settlement, the owner’s details should be identified as those of the vendo . The owner can, but need not, be the contact or the applicant. See Example 4.

Application for a Planning Permit | Metropolitan Council

Addendum

RMIT UNIVERSITY Undertake Complex Architectural Projects ARCH5236

MP02 Town Planning New RMIT Building 45 33 Lygon Street, Carlton VIC 3053

MP02 TOWN PLANNING DOCT. UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

Teacher: Group: Students:

Andrew Rodda BD2D Luolin Deng

3749594

1.0 2.0

3.0

Gantt Chart ……………………………… Existing Site Recording/Analysis 2.1 Certificate of Title & TItle Plan……………………………… 2.2 Existing Site Plan ……………………………… 2.3 Demolition Plan ……………………………… 2.4 Topography ……………………………… 2.5 Existing Building Description ……………………………… 2.6 Services ……………………………… 2.7 Landscape & Adjoining Buildings ………………………… 2.8 Existing Elevations ……………………………… Proposed Drawings 3.1 Proposed Streetscapes …………………………………… 3.2 Proposed SIte Plan ………………………………………… 3.3 Floor Plan(s) ………………………………………………… 3.4 Roof Plan …………………………………………………… 3.5 Proposed Elevations ………….…………………………… 3.6 Typical Section ……………………………… 3.7 Materials Schedule ………………...…………………… 3.8 Shadow Diagrams (Sept.21) …………. 21 3.9 Acoustic Report ………………………………………….... 3.10 3D Views ………………………………………………………

3 4 5 6 7 8 9 10 11

12 15 16 17 18 19 20 22 23

MP02 TOWN PLANNING DOCT.

TABLE OF CONTENTS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

MP02 TOWN PLANNING DOCT.

GANTT CHART

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

2.1 Certificate of Title & Title Plan

Existing RMIT Building 45

MP02 TOWN PLANNING DOCT.

EXISTING SITE ROCORDING

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

2.2 Existing Site Plan

35.7M

50M

EXISTING BUILDING 45 0

10M

EXISTING SITE BOUNDARY

MP02 TOWN PLANNING DOCT.

EXISTING SITE ROCORDING

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

2.3 Demolition Plan

35.7M

50M

BEARING EXISTING BUILDING 45 0

10M

DEMOLITION PART

MP02 TOWN PLANNING DOCT.

EXISTING SITE ROCORDING

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

2.4 Topography

EXISTING BUILDING 45 FOOTPATHS 0

10M

CONTOUR LINE

MP02 TOWN PLANNING DOCT.

EXISTING SITE ROCORDING

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

2.5 Existing Building Description RMIT Building 45 - School of Architecture and Design Address: 33 Lygon Street, Carlton Date built: 1954 Height: 7.9M Building Classification: Class 9b Construction Type: C Materials: Concrete floor / Brick wall / Corrugated metal sheet roof This building was originally a rubber and tyre warehouse built in the early 1950s, and later the showroom section was used for the RMIT Union dental service. In this latest recycling as studio and workshop spaces for the School of Architecture and Design, we sought to make use of and underline the straightforward urban qualities of this street-level corner building as an economical space for student use and a direct interface with the public realm. Through collaboration with staff from the architecture program, a plan was devised where the allocated space of four studios and corridor was rearranged into four teaching alcoves of the smallest functional area, so that a non-specific (and non-bookable) space could be opened up. This configuration allows informal work to carry on while classes are in progress, and for both students and staff to move freely between different modes of working and learning. The spaces have something of the character of a studio: a work environment that is difficult to come by in the university. It is not like a classroom, or an office, or a computer lab, or a workshop, or a gallery – but able to be all of these at once. https://nmbw.com.au/rmit-building-45/

MP02 TOWN PLANNING DOCT.

EXISTING SITE ROCORDING

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

2.6 Services

EXISTING BUILDING 45 WATER SERVICE DRAINAGE PIPE SEWERAGE PIPE 0

10M

CABLE

MP02 TOWN PLANNING DOCT.

EXISTING SITE ROCORDING

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

2.7 Landscape & RMIT Adjoining Buildings

Existing RMIT Building 45 UniLodge Student Accommodation

MP02 TOWN PLANNING DOCT.

EXISTING SITE ROCORDING

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

2.8 Existing Elevations

EAST ELEVATION - EARL STREET

SOUTH ELEVATION - LYGON STREET

LYGON ST

WEST ELEVATION - ORR STREET

NORTH ELEVATION (CONNECT TO BUILDING 57) 0

10M

MP02 TOWN PLANNING DOCT.

EXISTING SITE ROCORDING

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.1.2 Proposed Streetscape (South)

NEW

10M

EARL STREET

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.1.3 Proposed Streetscape (East)

NEW

LYGON STREET

10M

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.1.4 Proposed Streetscape (West)

NEW

10M

ORR STREET

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

16728

3.2 Proposed Site Plan

5857

12987

18000

EXISTING SITE BOUNDARY EXISTING BUILDING 45 0

10M

PROPOSED BUILDING

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.3 Floor Plans

GROUND FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN FIRST FLOOR PLAN

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.4 Roof Plan

FALL FALL

FLAT ROOF FALL FALL

FALL

EXISTING BUILDING 45

FALL

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.5 Proposed Elevations

WEST ELEVATION

SOUTH ELEVATION

EAST ELEVATION

NORTH ELEVATION 0

10M

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.6 Typical Section

2000

10M

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.7 Materials Schedule

METAL SHEET ROOFING

CONCRETE STRUCTURAL FLOOR

GLASS BALUSTRADE

DOUBLE BRICK WALL

TIMBER DECK FLOOR FINISH

TIMBER STRUCTURAL FRAMING

TOILET TILE FLOOR FINISH

16MM PLASTERBOARD INTERIOR WALL FINISH

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

3.8 Shadow Diagrams (Sept. 21)

9AM

12PM

3PM

10M

MP02 TOWN PLANNING DOCT.

PROPOSED DRAWINGS

UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS

LOULIN DENG

C6161 - ADVANCED DIPLOMA OF BUILDING DESIGN MP02 DOM-INO REDUX ARCH 5236 - UNDERTAKE COMPLEX ARCHITECTURAL PROJECT DRAWING LIST SHEET NO SHEET TITLE A00 COVER & CONTENT A01 PROPOSED SITE PLAN W LANDSCAPE A02 FLOOR PLANS A03 ROOF PLAN A04 REFLECTIVE CEILING PLANS A05 SECTION A06 FACADE SECTION A07 CONSTRUCTION DETAILS A08 SOUTH ELEVATION & WEST ELEVATION A09 PLAN DETAIL & INTERNAL ELEVATIONS A10 KITCHEN JOINERY DETAIL

1:200 1:100 1:100 1:100 1:50 1:20 1:5 1:100 1:20 1:20

ANDREW RODDA LUOLIN DENG S3749594 BD2D

PRODUCED BY AN AUTODESK STUDENT VERSION

TEACHER NAME: STUDENT NAME: STUDENT NUMBER: GROUP:

SCALE

PRODUCED BY AN AUTODESK STUDENT VERSION

GENERAL NOTE PROTECTION OF EXISTING EXISTING PAVING, STREET FEATURES SUCH AS PLANTS, SIGNS. FOR ENTIRE DURATION OF THE WORKS ADEQUATELY PROTECT NEIGHBORING PROPERTIES AS NECESSARY FOR ENTIRE DURATION OF WORKS. UNDERTAKE NO WORK LIKELY TO CAUSE DAMAGE ALL DELIVERIES AND/OR COLLECTIONS OF MATERIALS, TO BE UNDERTAKEN SO AS NOT TO CAUSE INTERFERENCE WITH TRAFFIC FLOW IN THE STREET OR CAUSE INCONVENIENCE TO ADJOINING PROPERTIES. ALL STORM WATER DRAINS TO REVERT TO LEGAL POINT OF DISCHARGE CONTRACTOR TO CONFIRM SETOUT OF NEW WORKS WITH ARCHITECT ON SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION.

33 .4

.80

TOTAL SITE AREA: 1787.02 M2 PROPOSED AREA: 401.50 M2

180°0''0'

18728

50M

EXISTING RMIT BUILDING 45

PROPOSED LANDSCAPING REFER TO LANDSCAPING DRAWING FOR DETAILS

7303

5000

5205

4205

PRODUCED BY AN AUTODESK STUDENT VERSION

2083

5857

4000

35.7M 270°0''0'

PROPOSED NEW RMIT BUILDING 45

35.7M 90°0''0'

OGRADY PL

4000

EXISTING CARPARK

4205

POLISHED CONCRETE GROUND SURFACE

1008

.64

0°0''0'

50M

19022

LYGON STREET

12987

.76

PROVIDE BOLLARDS

EXISTING CARPARK

EARL STRET EXISTING CARPARK

EXISTING CARPARK

ORR STREET

EXISTING CARPARK

12/11

CHECK PLOT

2 1

02/11 19/10

CHECK PLOT INITIAL PLOT

LD LD

AD AD

DESCRIPTION

ISSUE NO.

DATE

LIST OF AMENDMENTS CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

PROJECT

CLIENT

SITE PLAN

DWGS.

SITE PLAN

SCALE 1:200

NORTH POINT

JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020 SCALE:

DENG LUOLIN S3749594

DWG NO.

1:200

PRODUCED BY AN AUTODESK STUDENT VERSION

01 01

RMIT UNIVERSITY

A01

ISSUE NO.

CHKD

3250

G:02 TILE

1050

COMMS.

W 13

D 4

D 26

D 23

WT-02

D 22

D 24

STAFF KITCHEN 2:04

WT-01

D 25

TILE

14915

270

02 02

270

SCALE 1:100

2000

SCALE 1:100

270 2900

2000

270

2250

3211

W 03

W 04

W 17

1000

4205

BED 3 3:04

2410

600

90 1850

4000

WT-02

270

4000

BED 5 3:06

WT-02

WT-01 1125

W 10

W 09

270 WT-05

WT-01

9173 2941

2814

D 39 D 40

D 43

2000

2800 9595

D 45

D 46

2000

KITCHEN & DINING 3:14

SERVICES 3:13

TILE

WT-02

W 25

W 26

1850

3303 WT-05 270

1761

270

W 26

3000 5640

1979

WT-01 1000 90

2800

AS NO. 2588 GYPSUM PLASTERBOARD. AS NO. 2589 THE APPLICATION AND FINISHING OF GYPSUM PLASTERBOARD IN FRAMED DWELLING CONSTRUCTION AS NO. 2592 GYPSUM PLASTER FOR BUILDING PURPOSES. PLUMBING UNLESS OTHERWISE SPECIFIED. COMPLY WITH THE REQUIREMENTS OF ALL RELEVANT STANDARDS, CODES OF PRACTICE, AND LOCAL AUTHORITY BY-LAWS.

ARTIFICAL LIGHTING SHALL COMPLY WITH AS 1680-1998 ALL SERVICE RISERS DISCHARGING AT ROOF LEVEL TO BE EITHER FITTED WITH FIRE RATED LIDS OR HAVE THE FIRE RATED RISER EXTEND ABOVE THE NON COMBUSTABLE ROOF COVERING. ALL CONSTRUCTION JOINTS BETWEEN ELEMENTS REQUIRING FRL MUST BE PROTECTED TO ACHIEVE THE REQUIRED LEVEL ALL SERVICES PENETRATIONS THROUGH FIRE / SMOKE RATED ELEMENTS SHALL BE APPROPRIATELY FIRE / SMOKE SEALED.

1 A06

TOILET

WT-03 3:09 TILE

SHOWER 3:10 TILE

WT-03

D 41 D 47

TIMBER

ATRIUM

UNLESS OTHERWISE SPECIFIED. COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODE OF PRACTICE, INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING.

2160

3:08 TILE

D 38

WT-02

AS NO. 2699 WALL TIES FOR BRICKWORK AS NO. 2904 DAMP PROOF COURSES AND FLASHINGS PROVIDE WEEP HOLES IN EACH OUTER LEAF AT FLASHINGS AT APPROXIMATELY 900MM CENTRES.

LAUNDRY

GYM 3:15

LIFT

UNLESS OTHERWISE SPECIFIED. COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE. INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING.

100

WT-03

D 44

12/11 CHECK PLOT 02/11 CHECK PLOT 19/10 CHECK PLOT 20/9 INITIAL PLOT

A 3 2 1 ISSUE NO.

D 42

DATE

LD LD LD LD

DESCRIPTION

LIST OF AMENDMENTS CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

BED 7

BED 8 3:12

PROJECT

3:11

WT-02 W 24

W 23

270

W 08

FFL 6.85 TILE

D 48

WT-03

TUTORIAL ROOM 2 1:05

DIS 1:06

D 15

D 35

D 37

WT-01

4205

D 12

D 34

D 36

4413

D 13

WT-03

SERVICES & STORAGE

4205

1:07 TILE

D 16

875

D 14

TOILET

D 33

CONCRETE UNLESS OTHERWISE SPECIFIED. COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE. INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING. AS NO. 1480 SAA CONCRETE STRUCTURES CODE AS NO. 1509 SAA FORMWORK CODE AS NO. 1510 CONTROL OF CONCRETE SURFACES FORMWORK AS NO. 1302 REINFORCING BARS FOR CONCRETE MASONRY

GENERAL NOTES

BED 6 3:07

WT-02

270MM DOUBLE BRICK LOAD BEARING WALL 13MM WATERPROOF PLASTERBOARD INTERIOR FINISH

SANITARY SEWAGE SUPPLY AND INSTALL SANITARY SEWAGE TO COMPLY WITH AS 1260 & AS 3500.

W 22

HALL

D 49

WT-05

WET AREAS WATERPROOF WET AREAS TO COMPLY WITH AS 3740-2004 AND BCA PART 3.8.1

5205

W 21

BED 4 3:05

D 32

3:01 CARPET SFL 51.00

CURTAIN WALL: POWDERCOATED STAINLESS STEEL FRAMED SCREEN WITH PERFORATED ALUMINIUM MESH SHEET

1000

3:16

3000

D 30

A06

4000

3000

WT-01

W 07

D 11

D 31

3910

1:04

WT-05

1984

W 20

WT-01

5000

W 19

WT-02

WT-04

WT-02

LIFT

4000

600

BED 2 3:03

D 30

TUTORIAL ROOM 1

270

WT-02

WT-03

D 10

WT-01

1766

1866

2420

1 3300

W 06

1:01 CARPET SFL 43.00

ATRIUM

BED 1 3:02

1 A06

STUDY ROOM 1:03

HALL

1:08

3210

LOCKER

1 4000

4518 90

WT-02

A06

600

W 18

WT-01

D 9

D 17

2154

2600

3:17 CONC

600

DECK

3000

1:09 FFL 6.83 CONC

4950

FIRE H.R.

4205

SKETCH ROOM 1:02

2407

7303

W 05

ELEC.

D 8

DECK

2100

COMMS.

WT-01

5205

270

WT-01

5003

600

90MM TIMBER STUD WALL INSULATION AS SPECIFIED 13MM WATERPROOF PLASTERBOARD 100 X 100MM CERAMIC WALL TILES GLUE FIXED

MECHANICAL SUPPLY AND INSTALL MECHANICAL VENTILATION WHERE SHOWN TO COMPLY WITH AS 1668. ALL MECHANICAL EXHAUSTS SHALL BE FITTED WITH SELF-CLOSING LOUVRE REGISTERS WHERE EXISTING THE BUILDING.

WT-01

7300

270

SECOND FLOOR PLAN

924

5509

100

2925

3633

2000

3411

100 50 920

3973

4080

14915

WT-03

WT-01

3400

WT-05

7089

90 500

1913

981 45 933 45 936

1850

3711

270

2000

1766

270

W 15

2200

3160

90 500

9905

3000

WT-01

1913

W 16

WT-01

8773

ELEC.

270

2493

WT-05

FIRE H.R.

FLOOR PLAN

3041

370

13MM PLASTERBOARD PAINT FINISH 90MM STUD WALL INSULATION AS SPECIFIED

1590

1000 90

1800 2820

1000 90

3150 4000

270

CLIENT

RMIT UNIVERSITY DWGS.

GF PLAN & 1F PLAN NORTH POINT

03 02

FIRST FLOOR PLAN SCALE 1:100

04 02

THIRD FLOOR PLAN SCALE 1:100

JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020 SCALE:

DENG LUOLIN S3749594

DWG NO.

1:100

A02

ISSUE NO.

AD AD AD AD

CHKD

PRODUCED BY AN AUTODESK STUDENT VERSION

01 02

270

9597

COMMS.

1761

W 02

7856

270

E WT-01

WT-02

PLASTERBOARD

TILE

F2:06TOILET

SERVICES & STORAGE

4205

D 28

270MM DOUBLE BRICK LOAD BEARING WALL PAINT FINISH

7908 90

CARPET

3588

D 27

TILE

2725

MEETING ROOM 2:03 9001

WT-05

7905 6675

MALE TOILET 2:07

WT-01

WT-02

4735

STAFF ROOM 2:05 WT-05

4205

W 01

WT-01

D 21

CARPET

D 5

RECEPTION G:05

ATRIUM

2:08

1775

WT-02

WT-01

2900

G:04 SFL 38.00 CONC

ATRIUM G:01

D 20

4000

EXHIBITION AREA

900 DP

WT-01

WT-02

W 14

D 29

4000

D 3

WT-02

2980

WT-03

WT-01

D 19

1 A06

3000

SFL 47.00 TIMBER

4000

WT-01

GENERAL NOTE

INDOOR SPORT AREA 2:01

A06

WT-01

W 12

WT-02

G:03

D 6

2500

5205

COMPUTER ROOM

B 2850

9356

4000

WALL LEGEND

920

1020 2575 270

LECTURE ROOM

WT-04

1450

2:02 CARPET

1 A06

FIRE H.R.

ELEC.

270

3000

W 11

CONC

D 7

A06

WT-01

DECK 2:09

4509

1900

5000

D 18

3000

4205

FRESH BAR

WT-04

270

900

COMMS.

8416

D 1

WT-03

2083

WT-01

FIRE H.R.

270

ELEC.

D 2

3000

7303

WT-01

4205

1400

5205

5816

8698

PRODUCED BY AN AUTODESK STUDENT VERSION

2100

5000

1804

7003

7089

2360

270

WT-01

G:01

4882

270

12218

7303

ENTRANCE

270

7605

2580

270

9803

3000

270

PRODUCED BY AN AUTODESK STUDENT VERSION

7303

5000

5205

A 1500

1500

3° FALL

4205

SOLAR PANELS

FALL

SOLAR PANELS

4000

FALL

FLOOR WASTE

SKY LIGHT FALL

L FA

WASTE

FALL

LIFT SERVICES

4205

FA LL

GENERAL NOTE

SCREED ROOFING MIN 1:200 FALL TO FLOOR WASTE

PROTECTION OF EXISTING EXISTING PAVING, STREET FEATURES SUCH AS PLANTS, SIGNS. FOR ENTIRE DURATION OF THE WORKS

MECHANICAL VENTILATION PENETRATION WITH MEMBRANE FLASHING AS REQUIRED. REFER TO MECHANICAL ENGINEER'S DRAWINGS

3° FALL

E ZINCALUME STEEL CAPPING OVER PARAPET CONCRETE ROOF WITH MEMBRANE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS

ADEQUATELY PROTECT NEIGHBORING PROPERTIES AS NECESSARY FOR ENTIRE DURATION OF WORKS. UNDERTAKE NO WORK LIKELY TO CAUSE DAMAGE ALL DELIVERIES AND/OR COLLECTIONS OF MATERIALS, TO BE UNDERTAKEN SO AS NOT TO CAUSE INTERFERENCE WITH TRAFFIC FLOW IN THE STREET OR CAUSE INCONVENIENCE TO ADJOINING PROPERTIES. ALL STORM WATER DRAINS TO REVERT TO LEGAL POINT OF DISCHARGE CONTRACTOR TO CONFIRM SETOUT OF NEW WORKS WITH ARCHITECT ON SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION.

ROOF PLAN LD LD LD

12/11 CHECK PLOT 02/11 CHECK PLOT 19/10 INITIAL PLOT

A 2 1

SCALE 1:100

ISSUE NO.

DATE

DESCRIPTION

LIST OF AMENDMENTS CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

PROJECT

CLIENT

RMIT UNIVERSITY DWGS.

ROOF PLAN NORTH POINT

JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020 SCALE:

DENG LUOLIN S3749594

DWG NO.

1:100

PRODUCED BY AN AUTODESK STUDENT VERSION

01 03

A03

ISSUE NO.

AD AD AD

CHKD

PRODUCED BY AN AUTODESK STUDENT VERSION

4000

SKY LIGHT

FLOOR

PRODUCED BY AN AUTODESK STUDENT VERSION

7300

5003

5205

2305

5000

5205

W 11

ELEC.

FIRE H.R.

COMMS.

FIRE H.R.

ELEC.

GROUND CEILING TYPE LEGEND

W 12

COMMS.

CL-01 4000

SUSPENDED CEILING - 2 X 13MM PLASTERBOARD WITH MATTEE ENAMEL PAINT FINISH

CL-02 4000

SUSPENDED CEILING - SPOTTED GUM TIMBER BATTEN SYSTEM WITH CLEAR STAIN FINISH

CL-03 4000

SUSPENDED CEILING - 2X13MM WATERPROOF PLASTERBOARD WITH MATTEE ENAMEL PAINT FINISH

FRESH BAR

LECTURE ROOM

G:02 CL-03

CL-02 4000

4205

G:03 CL-01 4000

DECK 2:09

INDOOR SPORT AREA

COMPUTER ROOM

CL-02 3000

2:01

2:02

CL-02 3000

CL-01 3000

W 13

TYPICAL FLOOR CEILING TYPE LEGEND

1 A06

ATRIUM

G:04 CL-02 4000

G:01

SUSPENDED CEILING - 2 X 13MM PLASTERBOARD WITH MATTEE ENAMEL PAINT FINISH

CL-02 3000

SUSPENDED CEILING - SPOTTED GUM TIMBER BATTEN SYSTEM WITH CLEAR STAIN FINISH

CL-03 3000

SUSPENDED CEILING - 2X13MM WATERPROOF PLASTERBOARD WITH MATTEE ENAMEL PAINT FINISH

CL-04 3000

PERGOLA - SPOTTED GUM TIMBER WITH CLEAR STAIN FINISH

RCP ELECTRICAL LEGEND CEILING FAN

EXHIBITION AREA

4000

LIFT

W 14

2500

4000

1 A06

CL-01 3000

ATRIUM

STAFF ROOM 2:05

2:08

LOW VOLTAGE DOWN LIGHT

MEETING ROOM 2:03

CL-01 3000

VENTILATION + HEAT + LOW VOLTAGE LIGHT

CL-01 3000

MALE TOILET 2:07

4205

TV OUTLET

STAFF KITCHEN 2:04

CL-03 3000

4205

CL-01 4000

HARD WIRED SMOKE DETECTOR IN ACCORDANCE WITH AS3786

EMERGENCY LIGHT IN ACCORDANCE WITH AS2293.1

RECEPTION G:05

CL-03 3000

F2:06TOILET CL-03 3000

W 16

W 15

1 A06

01 04

GROUND FLOOR REFLECTIVE CEILING PLAN

03 04

SCALE 1:100

7300

5003

5205

SECOND FLOOR REFLECTIVE CEILING PLAN SCALE 1:100

2305 W 17

COMMS. 1:09

CL-02 3000

W 20

W 19

BED 2 3:03

BED 1 3:02

SKETCH ROOM 1:02

FIRE H.R.

4205

DECK

W 18

5000 W 21

5205 W 22

CL-01 3000

BED 3 3:04

CL-01 3000

BED 4 3:05

CL-01 3000

BED 5 3:06

CL-01 3000

BED 6 3:07

GENERAL NOTE

CL-01 3000

PROTECTION OF EXISTING EXISTING PAVING, STREET FEATURES SUCH AS PLANTS, SIGNS. FOR ENTIRE DURATION OF THE WORKS

CL-02 3000

B STUDY ROOM 1:03

HW B

CL-01 3000

CL-02 3000

A06

4000

HALL

1:01

3:08 CL-03 3000

HALL

3:01

CL-02 3000

TOILET

HW B

GYM 3:15

CL-01 3000

3:09 CL-03 3000

CL-02 3000

4000

TUTORIAL ROOM 1 1:04

ADEQUATELY PROTECT NEIGHBORING PROPERTIES AS NECESSARY FOR ENTIRE DURATION OF WORKS. UNDERTAKE NO WORK LIKELY TO CAUSE DAMAGE

LAUNDRY

HW B

4000

ELEC.

4205

5000

1 A06

ALL DELIVERIES AND/OR COLLECTIONS OF MATERIALS, TO BE UNDERTAKEN SO AS NOT TO CAUSE INTERFERENCE WITH TRAFFIC FLOW IN THE STREET OR CAUSE INCONVENIENCE TO ADJOINING PROPERTIES. ALL STORM WATER DRAINS TO REVERT TO LEGAL POINT OF DISCHARGE CONTRACTOR TO CONFIRM SETOUT OF NEW WORKS WITH ARCHITECT ON SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION.

SHOWER

ATRIUM

3:10

3:16

CL-03 3000

DIS 1:06 CL-03 3000

CL-01 3000

SERVICES 3:13 CL-01 3000

CL-03 3000

BED 8 3:12

CL-01 3000

BED 7 3:11 CL-01 3000

W 26

W 25

12/11

CHECK PLOT

2 1

02/11 CHECK PLOT 19/10 INITIAL PLOT

LD LD

AD AD

ISSUE NO.

DATE

DESCRIPTION

CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

LIST OF AMENDMENTS

COMMS.

CL-03 3000

KITCHEN & DINING 3:14

1:05

4205

1:07

TUTORIAL ROOM 2

FIRE H.R.

TOILET

ELEC.

W 24

W 23

PROJECT

CLIENT

FIRST FLOOR REFLECTIVE CEILING PLAN SCALE 1:100

04 04

THIRD FLOOR REFLECTIVE CEILING PLAN SCALE 1:100

DWGS.

REFLECTING CEILING PLAN NORTH POINT

JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020 SCALE:

DENG LUOLIN S3749594

DWG NO.

1:100

PRODUCED BY AN AUTODESK STUDENT VERSION

02 04

RMIT UNIVERSITY

A04

ISSUE NO.

CHKD

PRODUCED BY AN AUTODESK STUDENT VERSION

CONCRETE ROOF WITH SCREED TO FALL TOWARDS FLOORWASTE SKYLIGHT

Roof

WALL LEGEND

55000

WT-01

WT-03

WT-02

WT-01

WT-03

A02 07

WT-04

270MM DOUBLE BRICK LOAD BEARING WALL PAINT FINISH

WT-02

13MM PLASTERBOARD PAINT FINISH 90MM STUD WALL INSULATION AS SPECIFIED

WT-03

90MM TIMBER STUD WALL INSULATION AS SPECIFIED 13MM WATERPROOF PB 100 X 100MM CERAMIC WALL TILES GLUE FIXED

WT-04

CURTAIN WALL: POWDERCOATED STAINLESS STEEL FRAMED SCREEN WITH PERFORATED ALUMINIUM MESH SHEET

WT-05

270MM DOUBLE BRICK LOAD BEARING WALL 13MM WATERPROOF PLASTERBOARD INTERIOR FINISH

4000

WT-01

GYM

3:09

3:15

HALL

A04 07

3:01

D 47

D 49

D 30

930

D 44

2100

LAUNDRY

Level 3 51000

WT-03 INDOOR SPORT AREA 2:01

D 19

D 29

WT-02 Level 2

930

WT-02

D 23

A03 07 2100

2:02

WT-01

4000

A01 07

COMPUTER ROOM

W 14

388MM CASSETTE FLOOR SYSTEM PROVIDED 25MM CROSS BANDED LVL 300 X 70 LVL JOIST 90MM GLASS WOOL INSULATION 50MM CONCRETE FILL 63 X 1220MM LVL BILLET 350MM SERVICES ZONE 2X13MM PLASTERBOARD

HALL

WT-01

WT-02

WT-03

1:01

WT-01

PRODUCED BY AN AUTODESK STUDENT VERSION

47000

WT-04 4000

STUDY ROOM 1:03

D 13

D 17

General Notes Level 1

930

D 10

2100

W 06

FINISH FLOOR

43000

READ THIS DRAWING IN CONJUNCTION WITH ENGINEERING DRAWINGS REFER TO STRUCTURAL ENGINEERS DRAWING FOR BEAMS CONSTRUCTION, STEELWORK DETAILS AND FOOTING CONSTRUCTION ALL FRAMING MUST COMPLY WITH AS 1684 ALL GLAZING SHALL BE IN ACCORDANCE WITH AS 1288

WT-02

WT-01

WT-03

WT-01

WINDOW SIZE NOMINATED ARE NOMINAL ONLY ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER OR REFER TO WINDOW AND DOOR SCHEDULE

WT-01

FRESH BAR

5000

G:02

LECTURE ROOM

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.

G:03

W 01

D 5

D 6

D 7

WINDOWS TO BE FLASHED & SEALED ALL AROUND.

2100

D 3

W 02

ALL EXPOSITED STEELWORK MUST BE HOT-DIPPED GALVANIZED

930

MORE DETAIL REFER TO DETAIL DRAWING ON A08 EXISTING CONCRETE FLOOR

Ground Floor 38000

EXISTING BRICK WALL

A 2 1 ISSUE NO.

LD LD LD

12/11 CHECK PLOT 02/11 CHECK PLOT 19/10 INITIAL PLOT DATE

DESCRIPTION

LIST OF AMENDMENTS CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

PROJECT

EXISTING CONCRETE SLAB 100MM THICK CONCRETE FLOOR REINFORCED CONCRETE & COLUMN REFER TO STRUCTURE ENGINEERING DRAWING

GL CLIENT

RMIT UNIVERSITY DWGS.

SECTION

SECTION SCALE 1:50

JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020 SCALE:

DENG LUOLIN S3749594

DWG NO.

1:50

PRODUCED BY AN AUTODESK STUDENT VERSION

01 05

A05

ISSUE NO.

AD AD AD

CHKD

PRODUCED BY AN AUTODESK STUDENT VERSION

READ THIS DRAWING IN CONJUNCTION WITH ENGINEERING DRAWINGS

WT-02

REFER TO STRUCTURAL ENGINEERS DRAWING FOR BEAMS CONSTRUCTION, STEELWORK DETAILS AND FOOTING CONSTRUCTION 930

930

WT-01

General Notes

RL:47.000 SECOND FLOOR

738

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL EXPOSITED STEELWORK MUST BE HOT-DIPPED GALVANIZED

RL:46.262 1ST CEILING LEVEL

388MM CASSETTE FLOOR SYSTEM PROVIDED 25MM CROSS BANDED LVL 300 X 70 LVL JOIST 90MM GLASS WOOL INSULATION 50MM CONCRETE FILL 63 X 1220MM LVL BILLET 350MM SERVICES ZONE 2X13MM PLASTERBOARD

WT-01

WINDOWS TO BE FLASHED & SEALED ALL AROUND. MORE DETAIL REFER TO DETAIL DRAWING ON A08

HALL

WT-01

1:01

WT-04

WALL LEGEND

STUDY ROOM

W 06

WT-01

270MM DOUBLE BRICK LOAD BEARING WALL PAINT FINISH

WT-02

13MM PLASTERBOARD PAINT FINISH 90MM STUD WALL INSULATION AS SPECIFIED

WT-03

90MM TIMBER STUD WALL INSULATION AS SPECIFIED 13MM WATERPROOF PB 100 X 100MM CERAMIC WALL TILES GLUE FIXED

WT-04

CURTAIN WALL: POWDERCOATED STAINLESS STEEL FRAMED SCREEN WITH PERFORATED ALUMINIUM MESH SHEET

WT-05

270MM DOUBLE BRICK LOAD BEARING WALL 13MM WATERPROOF PLASTERBOARD INTERIOR FINISH

1:03

930

FINISH FLOOR

738

RL:43.000 FIRST FLOOR

PRODUCED BY AN AUTODESK STUDENT VERSION

D 17

RL:42.262 FIRST FLOOR

WT-01

WT-01 LECTURE ROOM G:03

A 2 1 ISSUE NO.

12/11 CHECK PLOT 02/11 CHECK PLOT 19/10 INITIAL PLOT DATE

LD LD LD

DESCRIPTION

LIST OF AMENDMENTS CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

PROJECT

D 6

D 7

930

CLIENT

RMIT UNIVERSITY DWGS.

RL:38.00 GROUND FLOOR

EXISTING CONCRETE FLOOR

JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020

FACADE SECTION

SCALE:

SCALE 1:20

DENG LUOLIN S3749594

DWG NO.

1:20

PRODUCED BY AN AUTODESK STUDENT VERSION

01 06

FACADE SECTION

A06

ISSUE NO.

AD AD AD

CHKD

PRODUCED BY AN AUTODESK STUDENT VERSION

10MM PLASTER BOARD LINING BY BORAL ON

General Notes

270MM DOUBLE BRICK WALL

ARCHITRAVE PRIMED & PRINTED

READ THIS DRAWING IN CONJUNCTION WITH ENGINEERING DRAWINGS

PROVIDE SISILATION TO MANUFACTURER'S SPECIFICATION

INSULATION TO ENERGY AUDIT REQUIREMENT -

REFER TO STRUCTURAL ENGINEERS DRAWING FOR BEAMS CONSTRUCTION, STEELWORK DETAILS AND FOOTING CONSTRUCTION

PROVIDE SARKING TO MANUFACTURER'S SPECIFICATION

10MM PLASTERBOARD INTERIOR FINISH

ALL FRAMING MUST COMPLY WITH AS 1684 ALL GLAZING SHALL BE IN ACCORDANCE WITH AS 1288 WINDOW SIZE NOMINATED ARE NOMINAL ONLY ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER OR REFER TO WINDOW AND DOOR SCHEDULE INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL EXPOSITED STEELWORK MUST BE HOT-DIPPED GALVANIZED

STEGBAR AWNING WINDOW SECTION ON SYEGBAR DOOR SECTION

90X45 HEAD TRIMMER ON

WINDOWS TO BE FLASHED & SEALED ALL AROUND.

FACE BRICKWORK BEYOND

175X45 LINTEL FACE BRICKWORK BEYOND

REFER TO STRUCTURAL ENGINEERING DRAWING

PRODUCED BY AN AUTODESK STUDENT VERSION

DETAIL 02

PRODUCED BY AN AUTODESK STUDENT VERSION

02 07

SCALE 1:5

GALVANIZED STEEL FRAMED BALUSTRADE WITH

270MM DOUBLE BRICK WALL -

PERFORATED ALUMINIUM MESH SHEET

PROVIDE SISILATION TO MANUFACTURER'S SPECIFICATION

INSULATION TO ENERGY AUDIT REQUIREMENT -

PROVIDE SARKING TO MANUFACTURER'S SPECIFICATION SYEGBAR DOOR SECTION

WEEP HOLE

FACE BRICKWORK BEYOND

PROPRIETARY STAINLESS STEEL WALL TIES

DETAIL 1 SCALE 1:5

SPOTTED GUM DECKING

SELECTED FINISH FLOOR MATERIAL 388MM CASSETTE FLOOR SYSTEM -

25MM CROSS BANDED LVL

300 X 35 LVL JOIST TYPICAL

90MM GLASS WOOL INSULATION

50MM CONCRETE FILL

63 X 1220 MM LVL BILLET

25MM STRUCTURAL FINISH FLOOR

STRUCTURAL FLOOR LEVEL

250 X 75 FLOOR JOIST

400 X 180 LVL FACADE BEAM

COVERED BY FIBRE CEMENT SHEET

A 2 1

FIBRE CEMENT SHEET

ISSUE NO.

12/11 CHECK PLOT 02/11 CHECK PLOT 19/10 INITIAL PLOT DATE

LD LD LD

DESCRIPTION

LIST OF AMENDMENTS CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

PROJECT

400 X 180 LVL FACADE BEAM

350MM SERVICES ZONE

CLIENT

RMIT UNIVERSITY DWGS.

2 X 13MM PLASTERBOARD

03 07

WEST & SOUTH ELEVATIONS

04 07

DETAIL 3 SCALE 1:5

PRODUCED BY AN AUTODESK STUDENT VERSION

01 07

SPOTTED GUM DECKING

DETAIL 4 SCALE 1:5

JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020 SCALE:

DENG LUOLIN S3749594

DWG NO.

1:5

A07

ISSUE NO.

AD AD AD

CHKD

LIFT SERVICE

ZINCALUME STEEL CAPPING OVER PARAPET

1000

TITLE BOUNDARY

Roof 55000

BR-01

CURTAIN WALL: POWDERCOATED STAINLESS STEEL FRAMED SCREEN WITH PERFORATED ALUMINIUM MESH SHEET

D 30

4000

GALVANIZED STEEL FRAMED BALUSTRADE WITH PERFORATED ALUMINIUM MESH SHEET RL51.93

FACE DOUBLE BRICK WALL WITH FLUSH MORTAR JOINTS

MATERNALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH RELEVANT CODE AND VICTORIAN BUILDING REGULATIONS. ALL FRAMING MUST COMPLY WITH AS1684

BR-01

ALL GLAZING SHALL BE IN ACCORDANCE WITH AS1288

4000

D 18

Level 2 47000 BR-01

D 8

WINDOW SIZES NOMINATED ARE NOMINAL ONLY, ACTUAL SIZE MAY VERY ACCOURDING TO MANUFACTURER AND SCHEDULE DRAWING. WINDOW TO BE FLASHED & SEALED ALL AROUND. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.

4000

GALVANIZED STEEL FRAMED BALUSTRADE WITH PERFORATED ALUMINIUM MESH SHEET RL43.93

BR-01

General Notes Level 3 51000

GALVANIZED STEEL FRAMED BALUSTRADE WITH PERFORATED ALUMINIUM MESH SHEET RL47.93

WALL FINISH LEGEND

Level 1 43000

MAKE GOOD PROTECTION TO EXISTING TREE ALL BEAMS REFER TO ENGINEERING DRAWING FOR FURTHER DETAIL

SPECIFIC NOTES

BR-01

5000

USING PLINTH BOARD TO ENCLOSE SUBFLOOR, PROVIDE VENTILATION GALVANIZED STEEL FRAMED BALUSTRADE WITH PERFORATED ALUMINIUM MESH SHEET

D 1

RL38.93

EAVES OVERHANG IS VARY ACCORDING TO THE SUN PATH

D 7 Ground Floor 38000

EXISTING BRICK WALL

NEW BRICK WALL

WINDOWS AND DOORS REFER TO WINDOW & DOOR SCHEDULE FOR DETAIL 90MM DOWN PIPE PROVIDED ON COLORBOND 115 QUAD GUTTER ON 400 X 32 FASCIA PRIMED & PAINTED THE ROOF FORM IS SKILLION ROOF

PROPOSED LANDSCAPING REFER TO LANDSCAPING DRAWING FOR DETAILS

01 08

WEST ELEVATION SCALE 1:100

ZINCALUME STEEL CAPPING OVER PARAPET

CURTAIN WALL: POWDERCOATED STAINLESS STEEL FRAMED SCREEN WITH PERFORATED ALUMINIUM MESH SHEET

W 26

W 25

W 24

W 23

1935

BR-01

Roof 55000

1130

2060

W 15

BR-01

4000

Level 3 51000

W 16

BR-01

W 10

W 09

4000

Level 2 47000

Level 1 43000

A 2 1 ISSUE NO.

12/11 CHECK PLOT 02/11 CHECK PLOT 19/10 INITIAL PLOT DATE

LD LD LD

DESCRIPTION

LIST OF AMENDMENTS CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

PROJECT

BR-01

NEW BRICK WALL

W 02

EXISTING BRICK WALL

Ground Floor 38000

CLIENT

RMIT UNIVERSITY DWGS.

WEST & SOUTH ELEVATIONS JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020

02 08

SOUTH ELEVATION

SCALE:

DENG LUOLIN S3749594

DWG NO.

1:100

SCALE 1:100

PRODUCED BY AN AUTODESK STUDENT VERSION

TITLE BOUNDARY

PRODUCED BY AN AUTODESK STUDENT VERSION

A08

ISSUE NO.

AD AD AD

CHKD

WET AREA GENERAL NOTE

270

ALL GLAZING TO BE CLEAR AND IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1288 ALL CABINETS ALLOW TO OPEN UP TO 100°.

846

410

ALL DOOR PANELS AND CABINET SURFACE ARE SUPPLIED BY CABINET MAKER. SELECTED MDF BOARD PAINTED BY HOUSE PAINTER. ALL WET AREA CONSTRUCTION COMPLY WITH AS 3740 LEGEND CL - CEILING LEVEL

TOILET

D - DOOR 820

D 14

CB - CUPBOARD B - BASIN

786

A02 A03 A05 A04

BULKHEAD

1345

2600

1:07 TILE

SFL - STRUCTURAL FLOOR LEVEL

D 15

395

D 16

LIGHTING

3211

900

WT-03

WT-05

270MM DOUBLE BRICK LOAD BEARING WALL 13MM WATERPROOF PLASTERBOARD INTERIOR FINISH

D 16

2100

D 14

WT-03

2400

VENTILATION + HEAT + LOW VOLTAGE LIGHT

200

1580

SERVICES & STORAGE

MIRROR

90MM TIMBER STUD WALL INSULATION AS SPECIFIED 13MM WATERPROOF PLASTERBOARD 100 X 100MM CERAMIC WALL TILES GLUE FIXED

PRODUCED BY AN AUTODESK STUDENT VERSION

828

930

PAPER ROLL

KICKPLATE

01 09

TOILET

05 09

SCALE 1:20

ELEVATION 4 SCALE 1:20

CL LIGHTING

BULKHEAD

LIGHTING

395

WT-03 MIRROR

MIRROR

D 14 WC

WT-05

3211

DATE

LD LD LD

DESCRIPTION

2400

SERVICES & STORAGE

CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

PROJECT

930

ISSUE NO.

12/11 CHECK PLOT 02/11 CHECK PLOT 19/10 INITIAL PLOT

LIST OF AMENDMENTS 2100

200

2100

A 2 1

D 15

2400

900

D 14

D 16

900

D 16

200

WT-05

786

VENTILATION

CLIENT

RMIT UNIVERSITY KICKPLATE

02 09

ELEVATION 1 SCALE 1:20

TILE FINISH

DWGS.

KICKPLATE

SFL

03 09

ELEVATION 2

TOILET DETAIL 04 09

SCALE 1:20

PRODUCED BY AN AUTODESK STUDENT VERSION

ELEVATION 3 SCALE 1:20

JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020 SCALE:

DENG LUOLIN S3749594

DWG NO.

1:20

A09

ISSUE NO.

AD AD AD

CHKD

GENERAL NOTE

800

ALL MEDIUM DENSITY FIBREBOARD (MDF) TO BE HIGH MOISTURE RESISTANT HMR QUALITY, SELECTED WHITE ALL KITCHEN JOINERY IS CARRIED OUT IN FACTORIES UNDER TIGHT TOLERANCE CONTROL. FINISH PRODUCT THEN DELIVERED TO SITE FOR FINAL INSTALLATION. ALL ADJUSTABLE SHELF ARE ALLOW TO RELOCATE.

REF

D 47

BENCHTOPS: 30MM THICK SELECTED STONE PANEL

550

325

SPLASHBACK : 600MM HEIGHT SPLASHBACK TILE FINISH COMPLY WITH AS CODE WT-03

CUPBOARD DOORS: 400MM - 500MM DOOR WIDE WITH MEPLAMAT HINGES BY HAFELE. AVAILABLE IN BOTH 90° & 180° OPENING FUNCTION

635

DINNING TABLE

860

BOTH GROUND CUPBOARD & DRAWER WITH PUSH TO OPEN & SOFT CLOSE MECHANISMS. OVERHEAD CUPBOARD OPEN WITH DESIGNED LENGTH DOOR PANEL ARTIFICIAL LIGHTING TO COMPLY WITH NCC 3.12.5.5

600

900

SELECT EUROMAID 600 MM 7 FUNCTION FAN OVEN STAINLESS STEEL SCHWEIGEN 900MM SILENT UNDERMOUNT RANGEHOOL REFER TO MANUFACTURE WEBSITE FOR MORE INFO.

600

900

OVEN BELOW

RH OVER

ALL CABINET, DOOR PANELS AND DRAWERS ARE MADE FROM MEDIUM DENSITY FIBREBOARD (MDF) TO BE HIGH MOSITURE RESISTANT HMR QUALITY, SELECTED WHITE

KITCHEN & DINING

ALL SHELVES ARE ADJUSTABLE.

3:14

1 -

LEGEND

2 -

CL - CEILING LEVEL

582

CB BELOW

CB OVERHEAD

TILE

570

600

617

700

1268

1085

732

DP - DOWNPIPE DW - DISH WASHER

WT-03

CB BELOW

D - DOOR

SINK

W - WINDOW CB - CUPBOARD

W 26

DP WT-05

RH - RANGE HOOD

PANTRY

HP - HOT PLATE REF - REFRIGERATOR

1280

3000

1450 90

5640

01 10

SFL - STRUCTURAL FLOOR LEVEL

PRODUCED BY AN AUTODESK STUDENT VERSION

KITCHEN PLAN SCALE 1:20 4060 270

618

732

900

635

325

830

W 26

A 2 1

840

ADJUSTABLE SHELVES

860

560

PLASTERBOARD BULKHEAD BY CABINET MAKER/BUILDER.

W 26

PANTRY

826

806

ISSUE NO.

REF

SINK

1780

OVEN

DRAWER

725

740

DESCRIPTION

CONTRACT SET RMIT UNIVERSITY NEW BUILDING 45 @ 33 LYGON STREET, CARLTON STACE

590

DRAWER

STONE BENCH TOP 60

SINK

DATE

LD LD LD

PROJECT

STONE BENCH TOP

12/11 CHECK PLOT 02/11 CHECK PLOT 19/10 INITIAL PLOT

LIST OF AMENDMENTS

50X50 TILE SPLASH BACK

CLIENT

RMIT UNIVERSITY 90

1085

02 10

ELEVATION 1 SCALE 1:20

368

900

700

617

600

100

SFL

100

DWGS.

KICKPLATE

SFL

KICKPLATE

820

03 10

582

ELEVATION 2 SCALE 1:20

PRODUCED BY AN AUTODESK STUDENT VERSION

600

860

580

820

KITCHEN JOINERY DETAIL JOB NO:

CHK.

DATE:

BY:

ANDREW RODDA

12/11/2020 SCALE:

DENG LUOLIN S3749594

DWG NO.

1:20

A10

ISSUE NO.

AD AD AD

CHKD

PROJECT SPECIFICATION TIMBER STRUCTURE ARCH5200_Undertaking Complex Architectural Projects PROJECT SPECIFICATION + COSTING 1_NATSPEC 2_AUSTRALIAN STANDARDS 3_PRODUCT 4_EXTENT 5_INDUSTRY SPECIFICATION 6_MANUFACTURER’S PRODUCT BROCHURE

☰

Glue Laminated Timber (GLT) The manufacturer of this product can provide evidence of testing and/or conformity to the identiﬁed standard. Contact: Hyne Timber www.hyne.com.au (http://www.hyne.com.au)

NATIONAL CLASSIFICATION SYSTEM SUB WORKGROUP

The following standard is identi ed in the

038 Timber

evidence of conformity:

WORKSECTION

AS/NZS 1328.1: 1998

0381 Structural timber

Glued laminated structural timber Part 1: Performance

BRANDED

requirements and minimum production requirements Standard status - Current NCC standard citation - N/A

Evidence Number 2757

WORKSECTION NATSPEC Branded worksections can be downloaded for free from www.natspec.com.au.

This product has evidence of

Evidence Issue Date

conformity to the

1 June 2017

following

Evidence Expiry Date 1 June 2022

standards: AS/NZS 1328.1 : 1998

Type of Evidence; Notes and Limitations S' Mark Licence.

Authentication Status of Evidence Authenticated by CAB

At the time of the assessment:

Conformity Assessment Body (CAB) Bureau Veritas Australia

Conformity Assessment Body Accreditation. Accreditation Number JAS-ANZ. N/A

The National Construction Product Register (NCPR) is for assistance, not assurance. Whilst every effort has been taken to keep the NCPR accurate and up-to-date, Construction Information Systems Limited (NATSPEC) will not be liable in respect of any use or application of its contents. For more

Email: ncpr@n atspec.com.au (/about/contac t.html)

information see DISCLAIMER (/about/disclaimer.html)

1.1.02 AUSTRALIAN STANDARDS

Providing Noise Resistance What was used in the timber solution: • A 50 mm polyfibre reinforced concrete layer within the base of the floor cassette provides the main acoustic solution for impact sound (Figure 14). • A 75 mm glass wool batt of at least 14 kg/m3 placed within cassette void helps mainly with airborne sound. • The floor cassette was estimated to have a base Rw of 47 to 483 without carpet or the addition of a ceiling. Reasons: • The concrete fill and insulation facilitates improves acoustic performance concerning airborne sound. • The concrete and insulation are placed in the cassette during the offsite fabrication of the cassettes’ construction to reduce on-site labour requirements and improve construction program time. • Acoustic performance for sensitive areas such as meeting rooms can be easily upgraded by the addition of an access floor or acoustic ceiling.

75 mm glass wool insulation

300 x 70 LVL joist

63 x 1220 mm LVL billet

25 mm Cross Banded LVL

50 mm Concrete fill

300 x 35 LVL joist typical

Figure 14: Floor cassette with concrete and polyester fill.

Acoustic estimates provided by PKA.

#26 • Rethinking Office Construction – Consider Timber

Page 21

Interface with the Façade What was used in the timber solution: • A standard glazed curtain wall façade was fixed to the timber structure (Figure 15). • A timber perimeter beam (as discussed under perimeter beams and floor system) is used to connect the façade supports to the structure. • The façade curtain wall framing is intended to be screw fixed to the perimeter beam. Reason: • The intention was that the façade system should be the same for both the timber and concrete solutions, making it cost neutral in terms of comparative imput.

Figure 15: Illustration of standard façade screw fixed to timber perimeter beam.

#26 • Rethinking Office Construction – Consider Timber

Page 22

D1.2 Floor system discussion Of the 30 floor systems reviewed, four floor systems were investigated further. These were: 1. Timber concrete composite 2. Mass timber panels supported by secondary beams 3. I-beam cassette floor 4. Double skin massive timber cassettes The four floor systems investigated are discussed below in terms of their advantages and disadvantages. D1.2.1 Timber Concrete Composite The timber concrete composite floor consisted of two 400 x 63 mm LVL11 joists at 800 mm centres, and a 100 mm concrete topping slab (Figures D1 and D2). Shear keying is provided by notches into joists and coach bolts. Fire resistance provided by concrete thickness and the char capacity of the timber joists.

Figure D1: Timber concrete composite floor.

Figure D2: Timber concrete composite floor – Merits Office Building Christchurch. (Photo: TDA) Advantages: • • • • • •

Depth of floor system is 500 mm Panel width is around 2.7 m Overall floor cavity depth <1000 mm required Improved acoustics Top surface is concrete being similar to traditional office floors Joist are spaced widely allowing HVAC access

Disadvantages: • Re-introduction of wet trades on to the building site • May require back propping • LVL joists can’t be notched for services

#26 • Rethinking Office Construction – Consider Timber

Page 40

GL17S Floor Bearers Size (mm) 140x42 190x42 240x42 290x42 140x65 190x65 240x65 290x65 240x80 Size (mm) 140x42 190x42 240x42 290x42 140x65 190x65 240x65 290x65 240x80

1.0 2.8 3.7 4.4 5.0 3.2 4.1 4.9 5.6 5.1

2.0 2.2 3.0 3.7 4.2 2.6 3.4 4.1 4.7 4.3

1.0 3.2 4.0 4.8 5.5 3.5 4.5 5.3 6.2 5.6

2.0 2.4 3.2 4.0 4.6 2.9 3.7 4.5 5.2 4.7

Single Span Floor Bearers – Floor Load Width (m) 3.0 4.0 5.0 6.0 1.9 1.7 1.5 1.3 2.6 2.3 2.0 1.8 3.3 2.9 2.5 2.3 3.8 3.5 3.1 2.8 2.2 2.0 1.8 1.7 3.1 2.8 2.5 2.3 3.7 3.4 3.2 2.9 4.3 4.0 3.7 3.5 3.9 3.6 3.4 3.2 Continuous Span Floor Bearers – Floor Load Width (m) 3.0 4.0 5.0 6.0 1.9 1.7 1.5 1.3 2.6 2.3 2.0 1.8 3.3 2.9 2.5 2.3 4.0 3.5 3.1 2.8 2.4 2.1 1.8 1.7 3.3 2.8 2.5 2.3 4.0 3.6 3.2 2.9 4.7 4.3 3.8 3.5 4.3 4.0 3.5 3.2

7.0 1.2 1.8 2.1 2.6 1.5 2.1 2.6 3.2 2.9

8.0 1.1 1.6 2.0 2.4 1.4 1.9 2.5 3.0 2.7

7.0 1.2 1.7 2.1 2.6 1.5 2.1 2.6 3.2 2.9

8.0 1.1 1.5 2.0 2.3 1.4 1.9 2.5 3.0 2.7

Span values are in metres Member must have a minimum bearing length of 65mm at the supports. Member must have a minimum bearing length of 85mm at the supports. Member must have a minimum bearing length of 115mm at the supports.

Loading Data: Dead Load of floor maximum 40 kg/m2 (Covers standard residential floor materials, including plasterboard ceiling below). Live Load for residential loads 1.5kPa (with a check on a concentrated live load of 1.8kN anywhere). ETH LAM GL beams are manufactured straight, without any camber built into the beams. Bearer design criteria in accordance with methods presented in AS1684.1-1999, and structural timber design in accordance with AS1720.1-2010. Notes: 1) Minimum bearing lengths for support of bearers: 45mm on end spans, and 60mm internal spans. Shaded areas in the tables represent areas where longer bearing lengths may be required to achieve the span values shown. 2) The span value shown is the distance between centrelines of supports. 3) For continuous spans, the adjacent bearer spans may be different, but look up the larger of the spans, and the shorter span must be more than 50% of the larger span. If this rule is not met, then consider the bearers are simply supported, and look up the larger span in the single span table. 4) Deflection criteria: for permanent load combinations, the lesser of Span/300, or 12mm, and for Floor Live Loads, the lesser of Span/360, or 9mm. 5) For bearers the lateral restraint is assumed to be a maximum of 600mm. 6) Where there are conflicts in design between loading codes (AS/NZS1170 series), timber code (AS1720.1-2010) and AS1684.1-1999, the loading codes and timber codes take preference. 7) Floor dynamic load checks are not generally applicable to bearers, but these tables have been checked for these loads to ensure stable performance of these bearers. The above span table values have been designed in accordance with the following codes: ? AS1720.1-2010 Timber Design Code

Appendix B: Detailed Cost Plan Project Name: Office Building - Timber-Framed (LVL) Client Name: Timber Development Association for Forest and Wood Products Australia Element 1

Date of Estimate: 17/07/2017 Qty

Unit

Unit Rate ($)

Cost ($)

Timber Framed (LVL)

1.1

Columns

1.1.1

600 x 300 Laminated Veneered Lumber (LVL13) 3 storey column, 3700 storey height, 75 notch on two sides at storey levels to receive 800 deep timber beams, 450 extension tongue at head to receive upper column; including protective treatment.

No.

6,786

122,148

1.1.2

600 x 300 Laminated Veneered Lumber (LVL13) 3 storey column, 3700 storey height, 75 notch on three sides at storey levels to receive 800 deep timber beams, 450 extension tongue at head to receive upper column; including protective treatment.

No.

6,786

81,432

1.1.3

400 x 300 Laminated Veneered Lumber (LVL13) 3 storey column, 3700 storey height, 75 notch on two sides at storey levels to receive 800 deep timber beams, holed at base to receive lower tongue column section, 450 extension tongue at head to receive upper column; including protective treatment.

No.

6,609

118,962

1.1.4

400 x 300 Laminated Veneered Lumber (LVL13) 3 storey column, 3700 storey height, 75 notch on three sides at storey levels to receive 800 deep timber beams, holed at base to receive lower tongue column section, 450 extension tongue at head to receive upper column; including protective treatment.

No.

6,609

79,308

1.1.5

400 x 300 Laminated Veneered Lumber (LVL13) single storey column, 3700 storey height, 75 notch on two sides at storey level to receive 800 deep timber beams, holed at base to receive lower tongue column section; including protective treatment.

No.

1,157

20,826

1.1.6

300 x 300 Laminated Veneered Lumber (LVL13) single storey column, 3700 storey height, 75 notch on three sides at storey levels to receive 800 deep timber beams, holed at base to receive lower tongue column section; including protective treatment.

No.

1,157

13,884

1.1.7

Add for screw-connections

Item

13,658

13,658 450,218

1.2

Staircases

1.2.1

Stairs ‘AirStair’ - supply cost - 2 x 9 levels

level

6,500

117,000

1.2.2

Stairs ‘AirStair’ - supply cost - 1 x 10 levels

level

6,500

65,000

1.2.3

Installation

m/rise

1,250

101,250

1.2.4

Extra over above for fixings and handrails

m/rise

450

36,450 319,700

1.3

Upper Floors

1.3.1

Composite beam 8750 long, comprising 2No 800 x 180 LVL13 members, 240 x 63 hySPAN blocking piece top and and 240x35 hySPAN blocking piece on bottom; 200 x 63 hySPAN ledger pieces each side to take floor edges; including protective treatment.

No.

10,358

771,878

1.3.2

Composite beam 2810 long, comprising 2No 800 x 180 LVL13 members, 240 x 63 hySPAN blocking piece top and 240 x 35 hySPAN blocking piece on bottom, 200 x 63 hySPAN ledger pieces each side to take floor edges; including protective treatment.

No.

3,308

287,598

1.3.3

Composite beam 5400 long, comprising 2No 800 x 180 LVL13 members, 240x63 hySPAN blocking piece top and 240 x 35 hySPAN blocking piece on bottom, 200x63 hySPAN ledger pieces each side to take floor edges; including protective treatment.

No.

6,295

78,184

1.3.4

Beam 6500 long; 600 x 180 LVL13, 200x63 hySPAN ledger to one long edge; including protective treatment.

No.

3,221

80,010

1.3.5

Beam 8750 long; 400 x 180 LVL13; including protective treatment.

No.

3,105

250,667

1.3.6

Beam 3800 long; 400 x 180 LVL13; including protective treatment.

No.

1,398

8,682

#26 • Rethinking Office Construction – Consider Timber

Page 32

Project Name: Office Building - Timber-Framed (LVL) Client Name: Timber Development Association for Forest and Wood Products Australia

Element

Date of Estimate: 17/07/2017

Qty

Unit

Unit Rate ($)

Cost ($)

No.

2,905

18,040

1.3.7

Beam 8200 long; 400 x 180 LVL13; including protective treatment.

1.3.8

Beam 3860 long; 400 x 300 LVL13; including protective treatment.

No.

1,697

73,769

1.3.9

LVL double skin floor panel 8500 x 2300 comprising 300 x 35 LVL joists 25 Xband LVL upper skin, 63 LVL lower skin, softwood solid blocking, 50 concrete fill to void, 75 insulation, 200 x 50 ledger each short side.

No.

5,302

197,553

1.3.10 LVL double skin floor panel 8500 x 2440 comprising 300 x 35 LVL joists 25 Xband LVL upper skin, 63 LVL lower skin, softwood solid blocking, 50 concrete fill to void, 75 insulation, 200 x 50 ledger each short side.

372

No.

5,621

2,164,197

1.3.11 LVL double skin floor panel 8500 x 2440, checked around core, comprising 300 x 35 LVL joists, 25 Xband LVL upper skin, 63 LVL lower skin, softwood solid blocking, 50 concrete fill to void, 75 insulation, 200 x 50 ledger each short side.

No.

5,621

209,438

1.3.12 LVL double skin floor panel 4650 x 2440 comprising 300 x 35 LVL joists 25 Xband LVL upper skin, 63 LVL lower skin, softwood solid blocking, 50 concrete fill to void, 75 insulation, 200 x 50 ledger each short side.

No.

3,121

155,051

1.3.13 LVL double skin floor panel 5150 x 2300 comprising 300 x 35 LVL joists 25 Xband LVL upper skin, 63 LVL lower skin, softwood solid blocking, 50 concrete fill to void, 75 insulation, 200 x 50 ledger each short side.

No.

3,209

39,856

1.3.14 LVL double skin floor panel 4200 x 2440 comprising 300 x 35 LVL joists 25 Xband LVL upper skin, 63 LVL lower skin, softwood solid blocking, 50 concrete fill to void, 75 insulation, 200 x 50 ledger each short side.

No.

2,725

16,922

1.3.15 LVL double skin floor panel 8500 x 2300 comprising 300 x 35 LVL joists 25 Xband LVL upper skin, 63 LVL lower skin, softwood solid blocking, 50 concrete fill to void, 75 insulation, 200 x 50 ledger each short side.

No.

5,302

32,925

1.3.16 LVL double skin floor panel 8000 x 2440 comprising 300 x 35 LVL joists 25 Xband LVL upper skin, 63 LVL lower skin, softwood solid blocking, 50 concrete fill to void, 75 insulation, 200 x 50 ledger each short side.

No.

5,998

37,248

1.3.17 Add for screw-connections

Item

67,523.00

69,886 4,491,903

1.4

Roof

1.4.1

Composite beam 8750 long, comprising 2No 800 x 135 LVL13 members, 240x63 hySPAN blocking piece top and 240 x 35 hySPAN blocking piece on bottom, 200x63 hySPAN ledger pieces each side to take floor edges; including protective treatment.

No.

8,587

105,105

1.4.2

Composite beam 2810 long, comprising 2No 800 x 135 LVL13 members, 240x63 hySPAN blocking piece top and 240x35 hySPAN blocking piece on bottom, 200 x 63 hySPAN ledger pieces each side to take floor edges; including protective treatment.

No.

2,850

40,698

1.4.3

Composite beam 5400 long, comprising 2No 800 x 135 LVL13 members, 240x63 hySPAN blocking piece top and 240 x 35 hySPAN blocking piece on bottom, 200x63 hySPAN ledger pieces each side to take floor edges; including protective treatment.

No.

5,321

10,855

1.4.4

Beam 6500 long; 600 x 135 LVL13, 200x63 hySPAN ledger to one long edge; including protective treatment.

No.

2,845

11,608

1.4.5

Beam 8750 long; 400 x 180 LVL13; including protective treatment.

No.

3,105

41,172

1.4.6

Beam 3800 long; 400 x 180 LVL13; including protective treatment.

No.

1,398

1,426

1.4.7

Beam 8200 long; 400 x 180 LVL13; including protective treatment.

No.

2,905

2,963

1.4.8

Beam 3860 long; 400 x 300 LVL13; including protective treatment.

No.

1,697

12,117

#26 • Rethinking Office Construction – Consider Timber

Page 33

Project Informa tion

ProjectCostings-FinaliseDesign Client RMIT UNIVERSITY

Date 11.8.2020

Project Building 45, 53 Earl Street, Carlton VIC 3053 Cost Estimates for initial feasibility

BUDGET

PART A

TOTAL BUDGET

$10,000,000

1. FEES: GST Lead Designer - Coordinator Fees Consultant Fees Fees (planning permit) Fees (building permit) TOTAL FEES (including GST)

9.1% 7.5% 3.5%

$909,090 $1,000,000 $350,000 $8,701 $14,356 $2,282,147

SUB-TOTAL

From City of Melbourne website 165% of planning permit fee

$7,717,853

2. CONSTRUCTION CONTINGENCY

10.0%

$771,785

CONSTRUCTION BUDGET

$6,946,067

CONSTRUCTION BUDGET tested against the BRIEF ESTIMATE

COST ESTIMATES

PART B

BRIEF ESTIMATE: Cost per square metre

$ / m2

total cost

1. Demolition Works:

300

$985

$295,500

2. Preliminary Site Works:

400 $1,100

3. Proposed Building Works: Educational Space Commerical space Amenities Core: Lift/Stairs Other services Roof - if landscaped etc. External Balconies SUB-TOTAL 4. Other Works: Hard Landscaping Soft Landscaping SUB-TOTAL 5. Sustainability Additions: Solar panels Rain water tanks Double glazing Shading - additional façade Grey water recyling Other

floors

m2 total m2

$ / m2

300 30 300 100 145 100 80 1329

$2,857 $2,857 $2,857 $2,857 $2,857 $1,820 $1,500

100 $1,820 200 $1,175 300

$440,000 From Rawlinsons: Preliminary Works: scaffolding, settting out, site maintanence, temporary services, cleaning etc.

$857,100 $85,710 $857,100 $285,700 $414,265 $182,000 $120,000 $2,801,875

Metro area inlcuding Preliminaries and Builders Profit and Overheads at approx. 5.0% ADD: Allowances for anticipated cost increases Anticipated cost increases December 31, 2020 Melbourne: 102.5% EXCLUDED: sloping sites, foundation problems, high wall to floor ratios, unusual shape and special design factors. Rough guide to a probable cost only Costs exclude the G.S.T.

$182,000 * Site works of and beyond your nom 300m2 site - work with the precinct to assign areas $235,000 $417,000

$4,200 $3,724 $6,000 $8,000

Prepared by . . 31/10/20

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ProjectCostings-FinaliseDesign SUB-TOTAL

$21,924

Exclusions

Conclusion

GRAND TOTAL of BRIEF ESTIMATE

$3,976,299

SUMMARY: CONSTRUCTION BUDGET (refer above) (Total budget minus GST, fees and contingency) CONSTRUCTION BUDGET DIFFERENTIAL:

EXCLUSIONS: Potential Additonal Costs

$6,946,067 -$2,969,768 OK

Problem Soil Asbestos Removal * Unusual Building Shape * High wall to floor height ratio Location to BAY Special Building Overlay (SBO) * Heritage Overlay issues

Acumen, preliminary estimates can be in a +/- range of 25% 25% of Construction Budget:$1,736,517 Under/over this range by: range is: $5,209,551 - $8,682,584 Discuss with client to develop possible stratgey to proceed based on client feedback

Geotechnical Enginner to provide soil report Asbestos Investigation may be required

N/A (CORROSION PROTECTION TO STEEL WORKS (site less than 1km from non-breaking surf)) N/A (HO-Number?)

Sourse information: BMT Quantity Surveyors https://www.bmtqs.com.au/construction-cost-table Access in hardcopy through RMIT library only Rawlinsons https://www.rawlhouse.com.au/ Access through RMIT library login on campus only Acumen https://acumen.architecture.com.au/

Prepared by . . 31/10/20

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