Nathan Peucker Architectural Folio

Page 1

NATHAN PEUCKER

Architectural Portfolio




HI! I’M NATHAN & I DESIGN! I

’m Nathan - a 24 year old Building Designer from Geelong. My passion for Architecture extends from my long established love for all design and is enhanced by it’s diverse problem solving scenarios and its real world implications. I can appreciate most styles of architecture however I am inclined toward modern styles with bold but well articulated statements and

intentions. Professionally I am results driven and competitive. Everyday I need to be better than I was yesterday. I am looking for a design firm that will utilize the skills I have developed in a challenging capacity, all the while providing an environment in which I can further develop my abilities and knowledge.

Nathan Peucker nathan.peucker@gmail.com Email for contact number

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MY WORK 2010

2013

2014

01.

The Poika Pod Pages 04-05

02.

UCI Designs Pages 06-07

03.

13th Beach Family Home Pages 08-09

04.

Second Storey Pages 10-13

05.

Residential Construction Pages 14-17

06.

Horizon Centre Pages 18-21

07.

Growing Inn Pages 22-31

09.

Ryrie Retail + Pages 32-45

10.

The Home of Tomorrow Pages 46-49 Miscellaneous Residential Commercial

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Student Project - Miscellaneous

Bells Beach, Victoria

The Gordon Tafe

2010

01 THE POIKA POD

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y first design brief was to create my own ‘personal space’ sited at Bells Beach. This space could be designed to be anything we wanted.

The beautiful context made it clear to me that the design should have minimal impact on the site. This drove the insect -like stilt structure that supports the ‘pod’.

With the site being relatively obscured, I felt having a self serviced unit would be great home way from home - a space in which one could disassociate from every day life and just relax with the ambiance of the coast.

The aesthetics were inspired by McBride Charles Ryan’s Klein Bottle House and the pod was design to embrace passive ESD principles (including ventilation and lighting).


Software Used

Google SketchUp

Google Layout

Adobe Illustrator

The Poika Pod 2010

05


Student Project - Miscellaneous

Geelong, Victoria

The Gordon Tafe

2010

02 UCI

DESIGNS

In 2010 Geelong was the host to the UCI Road World Championships, a tournament second only to the Tour de France. In conjunction with the City of Greater Geelong and the UCI Committee - The Gordon found the opportunity to deliver the Advanced Building Design students a real world project. The brief was to create a ceremony stage and time

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trials starting ramp that embraced both it’s purpose and Geelong’s waterfront. The premise of this project is that the best design would be selected and actually implemented. While these designs were one of the five groups shortlisted, the UCI committee decided to go with standard portable set ups.

While learning Autodesk 3ds Max I intend on revisiting old projects and using it’s capabilities to improve design presentations. This is the first using 3DS Max and MentalRay.


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Software Used

Google SketchUp

Google Layout

Adobe Illustrator

UCI Designs 2010

07


Student Project - Residential

Connewarre, Victoria

The Gordon Tafe

2010

03 13TH BEACH HOME

My first residential design project was a family home situated at the 13th Beach Golf Course Estate. It was conducted in groups of two and was to focus on the requirements of ResCode as well as covenant design guidelines. The design guidelines required the use of modern design elements as well as an articulated facade. While it was important to me that we acknowledged the design guidelines, I also felt the need

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to tastefully separate this family home from the existing paradigm of this gated community, and my teammate strongly agreed. This was the driving force behind features such as the butterfly roofs and the side access for the garage freeing up the front facade for livable space and design features. Care was also taken to ensure the access of natural light and ventilation for most habitable spaces of the building.


We aimed for an open plan layout with as few hallways as possible. As a result a free and IORZLQJ IHHO ZDV DFKLHYHG 2QH PDLQ DGYDQWDJH RI WKLV LV WKH HDVH LQ ZKLFK ZH FDQ LOOXPLnate most areas with sunlight, saving energy by minimizing the need for artificial lighting. a

Elevations

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Light Passage

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Ventilation

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Compliance Checklist

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Site Analyses

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Bath

Garage

2.4m x 2m

6.4m x 6m

Living Space

Bed 1

Linen

Entry

Master Bedroom 3.4m x 4.5m

Kitchen 4.5m x 3m

Dining

Study

2.5m x 3.5m

Living Space 6m x 5m

4m x 5m

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2.6m x 2.5m

Site Plan

Floor Plan

13th Beach Golf Course Villa 3ODQWDWLRQ 'ULYH &RQQHZDUUH 2QH ,QLWLDO &RQFHSW 5HVHDUFK Four Weeks

Main living spaces are situated to the rear (north) side of the building to make the most of the winter sunlight. A large amount of glass is also used in the facade to encourage natural sunlight, which in turn reduces the need for artificial heating and lighting.

A lavish outdoor entertainment area, with Large bedrooms for all, with even the stand- large nature of the site. It has been situated plenty of room for family and friends makes ard bedrooms providing enough room for a down the side of the house, leaving room at the place a hosts dream. Featuring an queen sized bed and a large desk with the front for a more articulated facade. This also results in more parking space in the outdoor barbecue which is integrated with space to spare. driveway the internal kitchen, allowing you to prepare meals inside and pass them out through the An unconventional approach has been taken double hung window. with the garage, taking advantage of the

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Double Glazed windows provide light to bathroom and water closet

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Eaves provide shading from windows

Roof Pitch 5°

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Carport for Golf Buggy

Slate Tiles - SlateDiscount ‘Slate Product 27’ South facing windows to be double glazed to reduce heat from sunlight

CHH - Shadow Clad ‘Groove’ with Chalet finish

Double Garage

Double hung window to pass food through

Slate Tiles - SlateDiscount ‘Slate Product 27’

South Elevation

5 Ventilation

Additional shading from the evening sun is provided by the west neighbouring house. This helps prevent the house from heating up too much during the summer nights.

North facing windows provide warm winter sunlight to second living space

South Westerly Breeze Scale: 1:20

Light Heat 2XWGRRU FRXQWHU with barbecue Two 1000L ‘Ultra-Slim’ water tanks

North Elevation Scale 1:100

We’ve worked to provide a solution which complies with 13th Beach Committee Design Guidelines and the Victorian ResCode Standards. Here are relevant clauses that we’ve adhered to...

6.2 Dwelling Type 6.2.5: The building height allowable on remaining lots must not exceed 8 metres as measured from natural ground level.

6.6 Materials and Colours 6.6.2 Roofs must be Lysate's Woodlands Grey Colorbond metal decking or equivalent colour from other manufacturers (corrugated iron above 5deg pitch).

6.3 Building Setbacks 6.3.1: Building envelopes for dwellings, carports and garages and such structure must be set back at: (a) 5 metres from a road boundary; (b) 5 metres from any Golf Course boundary; and (c) 2 metres from a side boundary.

6.5 Pools and Fences 6.5.1: Pools may be built within side set-backs. To the Golf Course boundary, pools must be setback 1.2m. To the roadside boundary the pool and fencing must be setback 5.0m.

6.6.3 Materials for walls are preferred to be at the darker end of the spectrum of materials and colours approved by the Design Committee.

6.6.5 All external brick or block walls to be rendered. All finishes must be of first rate quality to completely cover brick and blockwork.

6.9 Garages and Carports 7ZR FDU SDUNLQJ VSDFHV RI DW OHDVW PHWUHV E\ PHWUHV PXVW EH SURYLGHG RQ each site.

2XWGRRU FRXQWHU with barbecue

Natural light is provided to the toilet and bathroom through the use of double glazed windows. By design these windows prevent direct heat from the sun entering the building but still allow natural light to filter through. Reducing the need for artificial lighting during the day

West Elevation Scale 1:100

Louvre windows, sliding windows and sliding doors have been situated to allow the cool south west breeze to flow through the house, in particular the living areas. (Living rooms, Dining area and the Kitchen). This not only reduces the need for airconditioning but also keeps the air throughout the house fresh

Site Analysis

6

7

ResCode

13th Beach Design Guidelines

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Scale 1:100

Roof Pitch 30°

Stacked sliding doors to provide flow between inside and outside entertainment

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East Elevation

Scale 1:100

Second row are wind-open awning windows to allow ventilation

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A couple aspects of our concept which help reduce the reliance on power consuming devices

Light Passage

Rendered brick cavity wall with dark finish as per design guidelines

A grand rear facade with strong use of fenestration provides an awe-inspiring aesthetic and lights up the house with healthy natural light

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Outdoor Ent. Area

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Team Work Log Book

We took advantage of the wider site by situating the garage on the side of the house and providing rear access to the carport for the golf buggy

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W.C.

Approx. 6m x 7m

Letter of Acceptance

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Site Plan

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1.75m x 2.5m

Concept Schematic Poika & Pricey Design

Floor Plan

A5 Site Coverage

1) Photo of Lot 136 Plantation Drive, taken from the roadside (South) boundary

2) Photo of Lot 136 Plantation Drive, taken from the rear (North) boundary

3) Photo of Lot 136 Plantation Drive’s west side neighbour

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The site area covered by buildings should not exceed 60 per cent

A6 Permeability The site area covered by buildings should not exceed

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6LWH $UHD P2 Building Envelope Area: 553m2 Vehicle Entry Point: None defined 9LHZV )DLUZD\ 5HVHUYH

Vegetation: Lawn Prevailing weather: South West 2ULHQWDWLRQ 6RXWK )DFLQJ Slope: Slight fall towards North Neighbour details: See next page

Legend: SW - Stormwater P - Power S - Sewer T - Telecom H - Hydrant

A9 Parking Provision Two car spaces should be provided per dwelling with: ‡ 2QH VSDFH DW OHDVW PHWUHV ORQJ DQG metres wide and covered or capable of being covered. ‡ 7KH VHFRQG VSDFH DW OHDVW PHWUHV long and 2.6 metres wide. If the car spaces are provided in a garage, carport or otherwise constrained by walls, a double space may be 5.5 metres wide measured inside the garage or carport.

:H XOWLPDWHO\ GHFLGHG RQ 3ODQWDWLRQ Drive as being the most appropriate site due to site being larger than Fourth Loop and the North facing rear boundary. With North being at the back of this site we immediately envisioned situating our main

living areas at the rear of our building in a way that would directly integrate them with the outdoor entertainment facilities.

while situating the garage on the side of the property.

A slight aesthetic issue with the site is the We also instantly found an advantage in the fire hydrant out front, however we felt this not only larger, but wider site. Making it wasn’t going to affect our design. easier to design a more open floor plan

Site Analysis 3ODQWDWLRQ 'ULYH Connewarre

Site Analysis

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1) Photo of Lot 52 Fourth Loop, taken from the roadside (East) boundary

2) Photo of Lot 52 Fourth Loop, taken from the rear (West) boundary

3) Photo of Lot 52 Fourth Loop’s North side neighbour

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Site Area: 705m2 %XLOGLQJ (QYHORSH $UHD P2 Vehicle Entry Point: None defined 9LHZV )DLUZD\ 5HVHUYH

Vegetation: Lawn Prevailing weather: South West 2ULHQWDWLRQ (DVW IDFLQJ Slope: None Neighbour details: See next page

10 Legend: SW - Stormwater P - Power S - Sewer T - Telecom H - Hydrant

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Software Used

Google SketchUp

Google Layout

Adobe Illustrator

Adobe Photoshop

13th Beach Home 2010

09


Student Project - Residential

Connewarre, Victoria

The Gordon Tafe

2010

04 SECOND STOREY ADDITION Following the design of our first residential building, our class was charged providing a preliminary set of working drawings, sans details. However in addition to the original development, the brief had been adjusted to incorporate a second storey for the

10

residence.

ic forms employed by Tadao Ando whose work This new space was to be I was drawn to. a new master bedroom and was to be architecturally styled based on that of a famous architect of our choosing. For my particular design, I chose to embrace the brutalist and monolith-


Second Storey Addition 2010

11


Student Project - Residential

Connewarre, Victoria

04 The Gordon Tafe

2010

SECOND STOREY ADDITION

12


Software Used

Autodesk Autocad

Second Storey Addition 2010

13


Student Project - Residential

The Gordon Tafe

2010

RESIDENTIAL 05 CONSTRUCTION DETAILS

14


Res. Construction Details 2010

15


Student Project - Residential

05 The Gordon Tafe

2010

SECOND STOREY ADDITION

16


Software Used

Autodesk Autocad

Res. Construction Details 2010

17


Student Project - Commercial

Torquay, Victoria

The Gordon Tafe

2013

06 THE HORIZON CENTRE In 2013 I continued my Diploma, with a design brief was to create a community learning/ library learning facility in Torquay. The single storey building was to integrate with the immediate surroundings as possible. My objective was to create a design that embraced Torquay’s relatively young endeavour to incorporate contemporary architecture.

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I also pursued various passive ESD principals (particularly lighting, ventilation and thermal mass). Finally I wanted to take advantage of the context, by maintaining views of the beautiful scenery with a green roof. I aimed to implement a dynamic but bold form, which extends from the purpose of the space itself.


A STORY FOR EVERYONE

THE

HORIZON CENTRE

DESIGN GOALS

Each facade of the building has been designed to represent various facets that a learning centre should provide or promote.

My primary goal was to design a community centre for learning and development. It needed to be a design that captivates the local community and invites them to utilize the facility.

NORTH - INNOVATION

1:200

Nathan Peucker (10100689)

THE KEY IS INTEGRITY

Corner of Zeally Bay Road & The Esplanade, Torquay

WHY HORIZON I have chosen to name this project The Horizon Centre. This reflects the ability to clearly view the horizon from the implemented green roof. More importantly The Horizon Centre and it’s surrounds are a source of information and experience. These two valuable assets are what empowers individuals to take advantage of opportunities that may lay over the horizon.

All of these various traits are tied together by the use of concrete as a cladding material. Concrete in construction is a strong material which provides integrity, an attribute that bonds these four traits together.

Many of the venues have not been updated in over 10 years which provides a stagnant appearance in a sector that should always have a contemporary feel. SOUTH - SIMPLICITY

1:200

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My intentions were to maximize the exposure to these views in such a way that leaves them unobstructed.

Examples Of Comparably Outdated Architectural Style: (From Top to Bottom) Geelong Library, Ocean Grove Library, Queenscliffe Library, Corio Library

2

THE LAYOUT

books. However, consideration today needs to be made as to the role of technology in the storage and accessibility of information.

The layout designed for the Horizon Centre strongly focuses on the community oriented nature of the building.

Multipurpose rooms have also been implemented with enough room for 20 students (both rooms combined) in a class room set up.

As such, one of the key features What sets this project aside from of this building that makes it truly others is the use of a central unique is the implementation of courtyard (which also serves as the traffic-able green roof. the access point for the green roof). It allows soft ambient light It has been designed to instill fas- This provides an elevated open to filter through the gallery. This cination in community members space which will facilitate an un- central courtyard is situated in bepassing by, with hope that their obstructed and unprecedented tween the high point of raked ceilcuriosity alone will be enough to view of this natural luxury. ings and also incorporates draw them in to the community NATURAL LIGHTING AND VEN- awning windows to allow head to centre. TILATION escape. In a community centre one of the most important factors of patron FLEXIBLE SPACE GREEN ROOF The context of this site is truly enjoyment is environment. Technology is progressively unique with beautiful yet diverse causing a paradigm shift in the scenery on both the North & East Through the design stage I have way we access information. sides. Failure to enable the com- attempted to help enhance this munity to absorb such an envi- environment by using as much To suggest that hard copy inforronment would poor use of such a natural ventilation and lighting as mation will always be the focus of resource. possible. libraries would be an act of ignorance to a future with very real

These spaces provide an environment for social interaction but also allow for private use of the facility.

Photos of the nearby scenery: Top: Bass Strait, Middle and Bottom: Taylors Park

Examples Of Comparably Outdated Architectural Style in Torquay

3

The Horizon Centre is an approach that strongly promotes contemporary architecture within the Torquay area.

Entrances and exists are located on both main roads with an outdoor cafe area located on The Esplanade.

OUTDOOR AREAS Many publications are availThe site is situated in relatively able on the Internet and people quiet portion of Torquay. This are progressively becoming make it ideal for outdoor areas. more comfortable and efficient with accessing this informaOutdoor areas provide a more tion. VIEWS comfortable and natural enviPerhaps the most important ronment and as such result in However, 38% of the populaasset of this project is the site. an enriched experience. tion over 15 years old of the It is a rectangular, relatively flat Torquay & Jan Juc area are site that is oriented directly As such, it is abundantly clear over the age of 55. This demonorth. how important the use of out- graphic, and some of the door environments for reading, younger age group, are generMore importantly the site has relaxing and socializing. There- ally less capable or even comimpressive views that are often fore this is one of my key objec- fortable with computers. unachievable on a non-resi- tives. dential site. This means there is a requireLITERATURE & INFORMA- ment to have traditional literaThe East boundary overlooks TION ture in the library with the abiliBass Strait, with natural coast- One of The Horizon Centre’s ty to recycle the space to a ing landscaping on the shore. key functions is servicing the more technologically inclined Taylors Park is situated across area as a library. By traditional environment. the road from the North bound- definition this a space that ary. This beautiful untouched holds a large collection of

ESD Section

potential. To help future proof the building no shelving has been designed for permanence. The Horizon Centre building that provides a large and flexible space for community use. At this point and time, it is appropriate to have a large collection of physical literature, however in the future these needs may need to Photos of the nearby scenery: Top: Bass Strait,and Middle changes and be reassessed in Bottom: Taylors Park space utilization may occur.

KEY FEATURES

A simulated view from the green roof

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3D Render depicting the effectiveness of the internal courtyard

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It is proposed that the building be tied into the Foreshore & Taylor’s park by the use of subtly modified pedestrian crossings.

-280 Square meters of green roof

DISCOVER

SITE FEATURES: - 21 Carparks (including 2 disabled) - 2 Bike racks - 106m of outdoor cafe space - 880 Square meters unbuilt

Examples Of Comparably Contemporary Architectural Style: (From Top to Bottom) Bannockburck Library, Waurn Ponds Library

SOUTH - CREATIVITY

1:200

1

nature reserve provides calming sensation.

In response to these factors I have chosen to take a more contemporary approach to the design with the intention of setting a benchmark of design for future developments in the area.

On the contrary, there are a few examples of modern libraries in the Geelong Region which take a contemporary approach.

While this ideology is not new, there is currently no venue in Torquay that provides such an important space.

SITE AND CONTEXT

EAST - PURPOSE

1:200

Perhaps most importantly, ‘The Horizon Centre’ is quite an ambiguous name, and was intended to be that way through design. A byproduct of this ambiguity will be imagination among people as they generate their own theories and conclusions about the significance of the name.

FUNCTIONAL GOALS The goal that was most important to me, was the creation of a space that enables members of the community to come together as groups or individuals and take part in the opportunity to learn, discover and imagine in a sociable environment.

AESTHETIC DESIGN Architectural style of libraries in the Geelong Region are, in a general sense, outdated.

Torquay’s local architecture (particularly on The Esplanade) is in a comparable predicament. With many of the commercial buildings being of a past era.

LEARN

1:250

ZEALLY BAY RD LIBRARY | TAYLOR’S PARK

INFORMATION

INSPIRATION

The Esplanade

LIBRARY | FORESHORE

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HORIZON CENTRE

To link The Horizon Centre to the business district, thought provoking signage is to be implemented along the residential fencing.

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ESD STATEMENT GREEN ROOF The green roof is arguably the iconic feature of The Horizon Centre. It’s purpose is to provide use to a space that would ordinarily be neglected. As a result of this implementation it provides an additional function to the building and a place for social interaction. It doesn’t serve a environmental purpose as water will be drained onto another roof then stored in tanks.

The last major priority was to ensure This was primarily approached from a The Horizon Centre implemented a economical and environmental sense, high caliber of sustainable design. however sociological aspects were also taken into consideration. NATURAL VENTILATION AND LIGHTING Awning windows are to be implemented on both the north and south sides of the building. This will promote cross ventilation. The internal courtyard is provided with awning windows at a higher point of a raked ceiling which helps act as a solar chimney promoting natural convection.

To maximize light natural light penetration the courtyard has been made from curtain glass. These passive techniques reduce the demand on fossil fuel powered electricity and help put the building into a more self sufficient category, further reducing operational costs.

SOLAR DESIGN Steps are to be made to ensure the sun is being used as much as possible. Large amounts of curtain glass have been situated on the north facade to maximize solar heat during winter. Photo-voltaic cells have also been added to power the building.

will be cast insitu concrete. This has low embodied energy (1.9MJ/Kg) but when all construction is taken into consideration it may not be as environmentally appropriate. This factor is negated by the thermal mass properties.

CLADDING Over 95% of the cladding

Green Roof

Rain and Grey Water Collection Tanks are to be installed underground to store collected rainwater and grey water. This water will be used for operating toilets and maintaining the grounds. This reduces demand on local water supply and building operation costs.

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Software Used

Autodesk Revit

Autodesk 360 Cloud Rendering

Adobe Photoshop

Adobe Illustrator

The Horizon Centre 2013

19


Student Project - Commercial

06

Torquay, Victoria

The Gordon Tafe

2013

THE HORIZON CENTRE 1

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Drawing Legend: Storm Water S.W.P. Legal Point of L.P.D. Discharge Water Tank (Underground W.T. 5000L) Syphonic Drain S.D. Stormwater Drainage (Site & Car Park) Rainwater Drainage (Roof)

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8656 8722

10152

10 00 0

10053 10123

10160

81° 34' 57" 47.28 m

B A300

1

1

2 3

4

5

6

7

Site Plan

Sheet Number

1 : 200

A000 A100 A101 A200 A200 A201 A201 A300 A300 A1

1 : 200

Finish Floor Level: 9000 R.L.

poikalovski

THE HORIZON project address project number nathan peucker & steven nikolovski CENTRE

Total Site Area: 9386.94m² Building Foot Print: Entrance Area: Outdoor Area: Footpaths Area: Car Park Area: Remaining Site Area:

N NORTH

Corner of Zealley Bay Road & The Esplanade, Torquay

DESIGN STUDIOS

Car Parks:

A408223

1

2

9820

3

1405

Grid 300

5575

4

6150

Grid 90

4195

250

Multipurpose Rooms

5

26975

1930

3930

Grid

250

6

250

3680

Entrance

5095

SITE PLAN

22/05/2013

21 (2 Disabled)

5770

Grid 250

A100

Drawing Name {3D} Site Plan Floor Plan North West East South Section A-A Section B-B

7

5370

Grid

4810

547.68m² (23%) 6.50m² (0%) 80.00m² (3%) 184.57m² (8%) 594.65m² (25%) 973.54m² (41%)

Sheet Name Cover Sheet SITE PLAN FLOOR PLAN ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS SECTIONS SECTIONS

Grid 300

Drawing Legend: Carpet tiles on raised access floor Ceramic tiles on raised access floor Boral timber decking

Courtyard

ZEALLEY BAY ROAD

B A300

TO ZEALLEY BAY RD

81° 34' 57" 47.63 m

9000

REINFORCED CONCRETE 300MM CAST IN PLACE

6965

300

CW2

CW4

CW5

From Boundary

CW6

5750

1800

Courtyard

W3 SEAT

250

1800 250 1200 250

.P . D .P . D CW7

CW9

250

D15

250

D

.P .

D

.P .

D2

D5

D17

CW8

D3

C.C.

90 W10

W11

W12

EQ

REINFORCED CONCRETE 300MM CAST IN PLACE

SANITARY COMPARTMENTS: LAMINEX MULTIPURPOSE PARTITIONING SYSTEM

B A300

Cafe 6600 300

5750

5360

THE ESPLANADE

9000 RL

W9 EQ

8° 36' 26" 50.30 m

W8

MALE 8 m²

D10

D11

73

CLEANERD16 4 m²

W7

REF.

9000 RL

E

W5

CAFE 30 m²

REINFORCED CONCRETE 300MM CAST IN PLACE

9000 RL

D

D.P.

2945

D13

KITCHEN m²

9000 RL 14

9000 RL

C

W4

D.P.

STORE 2 3 m²

C.C.

W6

D14 D8

D9

D12

PASSAGE

8° 12' 00" 50.30 m

6575

1825 W2 SEAT

90 Store 2

90

2100

RECEPTIONIST DESK: REFER TO JOINERY DETAILS

D19 D18

90

90

Office

2000

Dis. WC 3425 90

Kitchen

90 1655 90 1830

Female WC 90 3100

B

D4

CARPARK

Passage

90 1500 90

UTILITIES

OFFICE 10 m² 9000 RL

9000 RL

Male 910 Void

A A300

9000

1830

FEMALE 9 m²

GALLERY 358 m² COURTYARD 21 m²

9000 RL

DIS. W.C. 6 m²

SANITARY COMPARTMENTS: LAMINEX MULTIPURPOSE PARTITIONING SYSTEM

GARDEN

D.P.

U.C.

9000 RL

600

300 1260 90

9000

D7

Multipurpose Room 2

3985 2990

Store 1 90

90

Grid Grid

6875

STORE 1 7 m² U.C.

D.P.

15

F

D.P.

9000 RL

D.P.

Cleaner 300 1800

1400

20025

Grid

2015

E

GALLERY 358 m²

9000 RL A A300

. .P D

D

MULTIPURPOSE ROOM 2 22 m²

. .P D

C

Grid

2585

B

250 1200 250

OUTDOOR SEATING AREA

LOAD BEARING DOUBLE STUD 120MM STEEL STUD WALL

300

250

SEAT

CW3

9000 RL OPERABLE WALL : HUFCOR SERIES 8000

D6

5135

Multipurpose Room 1

MULTIPURPOSE ROOM 1 29 m²

120

Grid

6850

D1

A

250 1225

CW1

W1

A

300

DN

1:14

F

CARPARK

275

2840 Various

90

90

1920

Passage 90

2225

Male

90

2930

90

4405

WC

90 90

Kitchen

445

90 1235 250

300

26375

300

5575

90

Cafe

1

poikalovski

Floor Plan

1 : 100

1 : 100

THE HORIZON project address project number nathan peucker & steven nikolovski CENTRE

N NORTH

Corner of Zealley Bay Road & The Esplanade, Torquay

DESIGN STUDIOS

A408223

1

2

3

4

81° 34' 57" 47 28 m

20

5

6

7

A1 22/05/2013

A101 FLOOR PLAN


NP 7

6

5

4

3

CORRUGATED WOODLAND GRAY

F F

3050

W4

D3

F

F

F

F

F

F

F

F

F

F

F

F

F

CW4

F

F

F F

F

F

F

F

F

F

F

F

F

F

F

F

CW1

F

D1

F

13080 FUNC. F.C.H

F

F

F

F F

CW2

F

F F F

F F

F

F

F

F

F

F

F

F

F.F.L F

200

F

13080 FUNC. F.C.H

F

F

9000

5770

5370

3930

6150

North

1405

5

6

7

COLORBOND CUSTOM FOLDED FASCIA REINFORCED CONCRETE 300MM CAST IN SITU. REFER TO ENGINEER SPECIFICATIONS

AIR VENT - AS PER MECHANICAL ENGINEER SPECS

1 : 100

CORRUGATED WOODLAND GRAY COLORBOND CUSTOM FOLDED FASCIA REINFORCED CONCRETE 300MM CAST IN SITU. - REFER TO ENGINEER SPECIFICATIONS SHADOWCLAD UNDER EAVE

UPPER ROOF

470 250 780

14580 GALLERY HIGH F.C.H.

250 780

13800 GALLERY LOW F.C.H.

5780

W10

W11

J.

200

B

B

A

COLORBOND CUSTOM FOLDED FASCIA AWS GLAZING

A

UPPER ROOF

A300

14580 GALLERY HIGH F.C.H. 13800 GALLERY LOW F.C.H. 13550 LOWER ROOF

5780 3050

W3

W8

W7

W6

3930

W5

W2

13080 FUNC. F.C.H

W1

D2

5370

12050 F.F.L

STAINLESS STEEL HANDRAIL AND BALUSTRADES

AWS GLAZING

9000 SLAB

8800

A300

6150

C

A.

A.

A.

J.

J.

A.

J.

A.

A.

J.

J.

A.

J.

A.

J.

3050

12050 F.F.L 9000 SLAB

1405

D

W12

13080 FUNC. F.C.H

9820

E

1030

13550 LOWER ROOF W9

F

470 250 780

4 B A300

6875

West

2

3

2015

9820

32445

2

1400 19725

1 : 100

1

8800

2585

200

1

6850

STAINLESS STEEL HANDRAIL AND BALUSTRADES

A300

REINFORCED CONCRETE 300MM CAST IN SITU. - REFER TO ENGINEER SPECIFICATIONS

A300

8800

B

9000 SLAB

A

SLAB AWS SINGLE GLAZED WINDOW

12050 F.F.L

12050

F

F

F

F F

13550 LOWER ROOF

J.

F

A.

F

F

CW5

J.

F

13800 GALLERY LOW F.C.H.

A.

F

UPPER ROOF 14580 GALLERY HIGH F.C.H.

3050

F

F F

F

REINFORCED CONCRETE 300MM CAST IN SITU. REFER TO ENGINEER SPECIFICATIONS

5780

13550 LOWER ROOF

F F

COLORBOND CUSTOM FOLDED FASCIA

E

1030

13800 GALLERY LOW F.C.H.

CW6

D

470 250 780

14580 GALLERY HIGH F.C.H.

F

C A A300

UPPER ROOF

F

F

B

300

470250 780

A

REINFORCED CONCRETE 300MM CAST IN SITU. REFER TO ENGINEER SPECIFICATIONS

A300

REINFORCED CONCRETE 300MM CAST IN SITU. REFER TO ENGINEER SPECIFICATIONS AWS DOOR AWS GLAZING

1030

COLORBOND CUSTOM FOLDED FASCIA

1

B

COLORBOND CUSTOM FOLDED FASCIA

5780

2

AWS DOOR JARRAH HARDWOOD SEAT REFER TO JOINERY DETAILS

5770

32445

8800

A A300

6875

2015

1400

2585

6850

19725

1

South

East

2

1 : 100

1 : 100

1

2

4

B

PFC 100x50 2x BGC CEMENT 1200MM WIDE SHEETING 24MM & 18MM

250MM HOLLOWCORE WITH 80MM SCREED GRADED AT 1:100

5

6

CAST INSITU FILL

SHADOWCLAD UNDER EAVE

CAST INSITU FILL

250UB37.3 UNIVERSAL BEAM

A300

7

250UB37.3 UNIVERSAL BEAM

CAST IN SITU CONCRETE COLUMNS AIR VENT - AS PER MECHANICAL ENGINEER SPECS

250MM HOLLOWCORE WITH 80MM SCREED GRADED AT 1:100

COLORBOND CUSTOM FOLDED FASCIA

250MM HOLLOWCORE WITH 80MM SCREED GRADED AT 1:100

470 250

460UB82.1 UNIVERSAL BEAM

F

1030

F

F

F

F

F

F

5780

F

F F

F

F

F

F

F

F

F

OPERABLE WALL : HUFCOR - SERIES 8000

MULTIPURPOSE ROOM 2 22 m²

CONCRETE UPSTAND

F

F

F

CW1

F

F

F

F

F

CW2

F

CW3

D1

F

GALLERY 358 m²

F

F

F

F

GALLERY 358 m²

F

F

F

AWS GLAZING

CW5

CW6

F

F

F

NON-COMPACTED FILL (BATTER)

CARPARK

AGGREGATE FILL AGRICULTURE PIPE 100MM

930

F

450

930

F

F

12050

CONCRETE SLAB EDGE BEAM 450MM WIDE 600 DEEP - TO ENGINEER SPECIFICATIONS

F

F

F

13080 FUNC. F.C.H

JARRAH HARDWOOD SEAT REFER TO JOINERY DETAILS

F

FOOTPATH

LOWER ROOF

ASP ACCESS FLOORING RAISED ACCESS FLOOR

F

F

F

CW4 F

COURTYARD 21 m²

F

13550

RONDO SUSPENDE CEILING SYSTEM - REFER TO LEVELS FOR SLOPE 13MM BORAL STANDARD PLASTERBOARD REINFORCED CONCRETE 300MM CAST IN SITU. REFER TO ENGINEER SPECIFICATIONS

F F

DOOR VOID

REINFORCED CONCRETE 300MM CAST IN SITU. - REFER TO ENGINEER SPECIFICATIONS

GALLERY LOW F.C.H.

CAST INSITU FILL 460UB82.1 UNIVERSAL BEAM

13MM BORAL STANDARD PLASTERBOARD

3050

13800

EAVE SET OUT

460UB82.1 UNIVERSAL BEAM

F.F.L 9000 SLAB

1020

200

GALLERY HIGH F.C.H.

1975

CAST INSITU FILL

150

8800 350 D

FOOTPATH FALL TO MATCH SITE NON-COMPACTED FILL

200MM CONCRETE RAFT SLAB

AGGREGATE FILL

100MM COMPACTED SANDBED

AGRICULTURE PIPE 100MM

POLY****** VAPOUR BARRIER

CONCRETE SLAB EDGE BEAM 450MM WIDE 600MM DEEP - TO ENGINEER SPECIFICATIONS

CONCRETE SLAB INTERMEDIATE BEAM 300MM WIDE 600MM DEEP TO ENGINEER SPECIFICATIONS

ASP ACCESS FLOORING RAISED ACCESS FLOOR

BORAL 32MM x 130MM JARRAH DECKING 90X45 TREATED PINE JOISTS AT 500MM

B

AWS DOOR

A300

AWS SINGLE GLAZED WINDOW REINFORCED CONCRETE 300MM CAST IN SITU. - REFER TO ENGINEER SPECIFICATIONS

BORAL 32MM x 130MM JARRAH DECKING

RELN RAIN DRAIN

330

90MM x 45MM TREATED PINE FLOOR JOIST SPACED AT 600MM

ELMICH VERSIJACK TO PROVIDE JOISTS WITH MAX SPAN OF 900MM

150MM x 50MM TREATED PINE RETAINING WALES

100x100 CONCRETE STUMP COMPACTED FILL CONCRETE PAD FOOTING 350MM DIAMETER

2/120MM x 45MM TREATED PINE BEARER SPACED AT 1500MM MAX.

75MM x 150MM POST SPACED AT 1200MM MAX CONCRETE

50MM SCREED AT 1:100 TO CENTRE 150MM CONCRETE RAFT SLAB

9820

1405

6150

3930

5370

5770

32445

A

Section A-A 1 : 50

F

E

D

C

B

A 250UB37.3 UNIVERSAL BEAM

460UB82.1 UNIVERSAL BEAM

SHADOWCLAD UNDER EAVE

RONDO SUSPENDE CEILING SYSTEM

A 250UB37.3 UNIVERSAL BEAM

COLORBOND CUSTOM FOLDED FASCIA

250MM HOLLOWCORE WITH 80MM SCREED GRADED AT 1:100

13MM BORAL STANDARD PLASTERBOARD

A300

250MM HOLLOWCORE WITH 80MM SCREED GRADED AT 1:100

SHADOWCLAD UNDER EAVE COLORBOND CUSTOM FOLDED FASCIA

UPPER ROOF 14580

780

GALLERY HIGH F.C.H.

250

13800 470

GALLERY LOW F.C.H. 13550 LOWER ROOF

1030

W9 CAST INSITU FILL

13080

AWS GLAZING

FUNC. F.C.H REINFORCED CONCRETE 250MM CAST IN SITU. REFER TO ENGINEER SPECIFICATIONS

RECEPTION

CONCRETE UPDSTAND

250

12050

STAINLESS STEEL HANDRAIL AND BALUSTRADES

D6

930

D1

F.F.L

200

3 2

9000

150

D7

2150

ENTRANCE D15

N.G.L.

1030

3050

REINFORCED CONCRETE 300MM CAST IN SITU. - REFER TO ENGINEER SPECIFICATIONS

Entrance

GALLERY 358 m²

5780

N.G.L.

UPPER ROOF 14580

LYSAGHT C10019 100MM CEE PURLINS @ 600 CENTRES

RONDO SUSPENDE CEILING SYSTEM

780

3

1

SLAB 8800

NON-COMPACTED FILL AGGREGATE FILL AGRICULTURE PIPE 100MM

AWS DOOR

A 200MM CONCRETE RAFT SLAB

CONCRETE SLAB EDGE BEAM 450MM WIDE 600MM DEEP - TO ENGINEER SPECIFICATIONS

RECEPTION DESK REFER TO JOINERY DETAILS

100MM COMPACTED SANDBED VAPOUR BARRIER CONCRETE SLAB INTERMEDIATE BEAM 300MM WIDE 600MM DEEP TO ENGINEER SPECIFICATIONS

A300

ASP ACCESS FLOORING RAISED ACCESS FLOOR CONCRETE SLAB INTERMEDIATE BEAM 300MM WIDE 600MM DEEP TO ENGINEER SPECIFICATIONS

BORAL 32MM x 130MM JARRAH DECKING 90X45 TREATED PINE JOISTS AT 500MM

CONCRETE STEPPED PATH RELN RAIN DRAIN

ELMICH VERSIJACK TO PROVIDE JOISTS WITH MAX SPAN OF 900MM 50MM SCREED AT 1:100 TO STRIP DRAIN 150MM CONCRETE RAFT SLAB

6875

2015

1400

2585

6850

19725

B

poikalovski

Section B-B 1 : 50

1 : 50

THE HORIZON project address project number nathan peucker & steven nikolovski CENTRE Corner of Zealley Bay Road & The Esplanade, Torquay

DESIGN STUDIOS

A408223

A1 22/05/2013

A300

SECTIONS

The Horizon Centre 2013

21


Student Project - Commercial

Geelong, Victoria

The Gordon Tafe

2013

07 58 CORIO STREET

One of my most enjoyable projects was 58 Corio Street. This project provided many design challenges which helped develop my skill as a designer. The design was to be a mixed use development consisting of a hospitality component on the ground floor and

22

residential apartments above. I chose to implement an implied interpretation of the context into my design while ensuring the scheme maintained an identity.

people to gaze into the building to discover what was within.

I felt the units needed to be a more subtle addition, a counterpoint to the restaurant, to enhance privacy in a public space. As such they are The restaurant was demonolithic in design and signed to be alluring with set back from the street the ‘fins’ encouraging front.


nathan peucker || 58 Corio Street B

58 Corio Street || nathan peucker

RESIDENTIAL (LEVELS 1 & 2)

FLOOR

PLAN

USAGE STATISTICS Site Area: 594m² Building Footprint: 424m² (71%) Total Floor Area: 1088m² Lettable Commercial Area: 393m² (36%) Total Residential Area: 554m² (51%) Total Vertical Transport/Foyer Area: 141m² (13%)

Gore Place

1:200

58 Corio Street is located in central Geelong. This scheme includes four 2-bedroom apartments to capitalise on the young adult demographic who are likely to be looking for residences as close to the CBD as possible. These apartments are split across levels one and two, which have identical layouts. The living areas enjoy a North accent to reduce need for mechanical heating in winter. A

A

58 Corio Street is a context-rich opportunity which allows for the repurpose of land that once was the location of a popular hangout and transform it into a mixed use development that combines modern apartments and a restaurant bar facility. This needs to be achieved with a commer-

The restaurant /bar facade comprises of a series of vertical timber fins. This screen obscures the interior of the restaurant, requiring that people physically approach the building to discover the beautiful venue within. This repetitious feature is an-

Gore Place

N B

The objective was to design a response that creates a sense of allure without being overstated. The resulting style is a harmonious but indirect integration of both the traditional and contemporary elements that can be found within the street scape

chored to the site apartments has through two large been conducted in brick walls that such a way that mark the entrance. provides a counterpoint to the rest Upon entering the of the scheme. restaurant/bar you The goal was to are immediately make it aesthetimet with a perpen- cally pleasing but dicular brick wall, a not let it draw atpoint in which you tention from the must to decide be- restaurant below. tween the lounge bar or the restau- To accomplish rant. this, a dark and monolithic form This design deci- has been devised sion is about much with large subtracmore than ensur- tions for the balcoing structured cir- ny spaces. This culation, it is about form is continued creating a clear through to the transition from out- ground floor where side to in. The oc- the residential cupants are no access point is. longer in Geelong, they are in a cut- The setback of the ting edge but apartments enbeautifully rustic sures that shadworld filled with owing from nearby tempting aromas, buildings is minidelicious food and mized and that ocrefreshing bever- cupant privacy is ages but most im- provided from the portantly a com- street. fortable atmosphere.

N

B

This scheme however is about more than setting standards.

cially viable public venue while maintaining the privacy and comfort of the apartments.

Moorabool Street

PLAN SITE Corio PL LStreet AN 1:500 1: :50 500

An engaging proposal that will not only embrace Geelong’s recent interest in contemporary architecture but will also set expectations for the future of G e e l o n g ’ s streetscape and will challenge how the region approaches building design in future.

RESTAURANT FLOOR PLAN (LEVEL 1) 1:200

The restaurant/bar facility has been designed to provide a social and dining experience that does not replicate the standard hospitality model in Geelong. The restaurant is divided up into sections to provide a more intimate experience.

A

A

The design of the

The lounge bar is just that, a place to drink and socialise, with couches and bar stools provided. The intention is for this space to be used in a way that prioritises social interaction and making new connections, making patrons naturally comfortable which relieves the need for excessive alcohol consumption and improves the desirability of the venue to all demographics.

SITE PLAN 1:500

ESD

BUILDING LIFE CYCLE

This scheme proudly implements the following principles to help ensure various forms of sustainability:

Material Sourcing Materials are to be sourced through means of recycling wherever possible. All concrete is to be manufactured from recycled aggregate, the timber fins are to be sourced from old railway sleepers and bricks to be sourced from second hand distributors.

Environmental -Photovoltaic Cells -North aspect for residential units with shaded windows. -Double-glazed windows. -Natural lighting to all habitable spaces in apartments -Graywater & Stormwater collection and recycling -All electrical and water fittings to have maximum achievable star ratings where applicable -All light fittings to be LED -Reverse Cycle Air Conditioning -Hydronic heating. -Bike racks provided to both SOUs and the restaurant facility to encourage building occupants to cycle. -No parking for restaurant/bar. This will encourage staff and patrons to walk or utilize readily available public transport. -Recycling provided to both residential and restaurant/bar.

Building Occupancy Systems that are implemented as part of the design proposal are to be maintained to ensure maximum building performance. Where possible, upgrades should be made to increase environmental sustainability. Demolition Most materials within this scheme can be recycled and this opportunity taken advantage of. All timber and brickwork fins can go on to be repurposed. Steel melted down and incorporated into new products and concrete can have the aggregate recycled into other products. Were possible fenestration will be removed from the site in whole segments and reused as is, otherwise they will be recycled based on materials (glass & metal).

B

Social/Economical -Units to have comfortable atmosphere through low VOC paints and hydronic heating. -Units to have access to community vegetable garden.

In addition to this, all structural timber will be sourced from renewable plantations with the relevant certification.

E.S.D. Statement

SECTION A-A 1:200

Corio Street

Gore Place

SECTION B-B 1:200

Software Used

Autodesk Revit

Autodesk 360 Cloud Rendering

Adobe Photoshop

Adobe Illustrator

58 Corio Street 2013

23


Student Project - Commercial

Geelong, Victoria

07 The Gordon Tafe

2013

58 CORIO STREET

A A300

1

2

3 N Street Seating / Bike Rack

DN

10 DN

5

A402

A401

AS1428 COMPLIANT RAMP

A

A

7

B

B

A401

OUTDOOR DINING

C

C BAR/DINING

D Resident Parking

D

MALE

E SERVICES

E 3

-

HALL FEMALE

---

A403

DIS. WC

F

F CLEAN. FOYER

ENTRANCE/ COURTYARD Res. M'box

COOL ROOM B 4

B 4

A400 A301

A400 A301 LIFT

G

KITCHEN

G

RESIDENTIAL REFUSE

Vegetable Garden

COMMERCIAL REFUSE

H

1

2

DN

SERVICE ENTRANCE

H

3 A A300

99

24

GROUND FLOOR PLAN 1 : 100

8


A A300

1

2

3 N

vbnvn

A

M T L

A

B

B BALCONY

11 A402

DINING

C

C LOUNGE

KITCHEN

D

BATH

D

Robe

Linen

BALCONY

BED W.C.

DINING

E

E MASTER BED

L'DRY

HVAC

3 A403

F

LINEN

KITCHEN

ROBE

F

BED W.C.

BATH B 4 A301 A400

B 4 A400 A301

LIFT

G HVAC

W.I.R. MASTER BED

G

L'DRY ENS.

H

H

1

2

3 A A300

87

FIRST FLOOR PLAN 1 : 100

58 Corio Street 2013

25


1

2 3 4 5

B

1 : 50

Section B-B

EXTERNAL PARAPET WALL WITH FRL 120/120/120. CONSTRUCTION CONSISTS OF: • 300MM x 3000MM 'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS • 25MM RONDO TOP HAT SPACED AT 1200MM MAX • 3 LAYERS OF GYPROCK 16MM FYRCHECK • 92MM RONDO STEEL STUD WALL FILLED WITH GLASS WOOL BATTS ACHIEVING R2.8 9MM FIBRE COMPRESSED SHEETING

13MM SUPACEIL PLASTERBOARD FIXED TO 28MM RONDO FURRING CHANNELS SPACED AT 600MM MAXIMUM

270MM REINFORCED CONCRETE SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS

50MM EXTRUDED FOAM INSULATION

12250

2 A400

3

6

7

8 9

1 2 3 4 5

6 3 4

5 6 3

7 8

9 10 19

1

24

BED

BED

7830

KITCHEN

KITCHEN

KITCHEN

BATH

BATH

LYSAGHT CEE100

W.C.

W.C.

2

15915

150MM x 600MM BOX GUTTER SUPPORTED ON BOX GUTTER HANGER SPACED AT 600MM. BOX GUTTER HANGER FIXED TO 'C' SECTIONS

PASSAGE

PASSAGE

18

7

LYSAGHT KLIPͲLOK 700 HIͲSTRENGTH AT PITCH OF 1 DEGREE

REINFORCED 150MM CONCRETE SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS

PARAPET CAPPING AND STIFFENED FLASHING

17

REINFORCED 150MM CONCRETE LANDING AS PER STRUCTURAL ENGINEER SPECIFICATIONS

15

23

16

0.2MM VAPOUR BARRIER

11

13

COMPACTED SANDBED

26

STEEL CLEAT Ͳ BOLTED TO EQUAL ANGLE. EQUAL ANGLE BOLTED TO SLAB

31

ROOF SARKING

27

25 REINFORCED SLAB ON GROUND RIB BEAM AS PER STRUCTURAL ENGINEER SPECIFICATIONS

LYSAGHT ZED100 SPACED AT 2000 MAXIMUM Ͳ BOLTED TO STEEL CLEAT

KITCHEN FIT OUT AS PER SCHEDULE

24

12 13 14

RESIDENTIAL RAISED FLOOR, CONSTRUCTION CONSISTS OF: •

14

16

150MM PRECAST CONCRETE PANEL AS PER STRUCTURAL ENGINEER SPECIFICATIONS Ͳ FRL 120/120/120

28

15

17

LIFT SHAFT, PIT AND OVERHEAD SPACE FOR SCHINDLER 5500 MRL

29

• •

18

REINFORCED SLAB ON GROUND EDGE BEAM AS PER STRUCTURAL ENGINEER SPECIFICATIONS

19

FIRE RATED EXIT (STAIRS OBSCURED BY SECTION CUT LOCATION) FEATURE WALL Ͳ PRECAST CONCRETE SANDWICH PANEL 100MM CONCRETE, 50MM RIGID INSULATION 150MM CONCRETE. TO ACHIEVE R VALUE OF R1.8 Ͳ AS PER STRUCTURAL ENGINEER SPECIFICATIONS. FRL 120/120/120

30

PRECAST CONCRETE SANDWICH PANEL 50MM CONCRETE, 50MM RIGID INSULATION 50MM CONCRETE. TO ACHIEVE R VALUE OF R1.8 Ͳ AS PER STRUCTURAL ENGINEER SPECIFICATIONS. FRL 120/120/120

22

150MM PRECAST CONCRETE PANEL AS PER STRUCTURAL ENGINEER SPECIFICATIONS CLAD WITH 300MM x 3000MM 'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS. CLADDING FIXED BY 25MM RONDO TOP HAT SPACED AT 1200MM MAX Ͳ FRL 120/120/120

20 250MM x 1150MM CONCRETE UPSTAND AS PER STRUCTURAL ENGINEER SPECIFICATIONS

150MM SLAB ON GROUND AS PER STRUCTURAL ENGINEER SPECIFICATIONS

SCREED FLOOR WITH WATERPROOF MEMBRANE, ADHESIVE AND VINYL FLOORING. 1:100 FALL TO DRAINS

AGRICULTURE DRAIN

11

21

RECYCLED BRICK WALL Ͳ NON LOAD BEARING

TONGUE N GROOVE 20MM GRANDE FLOORING WITH VECCHIO FINISH Ͳ OSLO COLOUR 22MM STRUCTAFLOR PARTICLE BOARD 70MM x 35MM MGP12 FLOOR JOIST SPACED AT 500MM 200MM DEEP VERSIJACKS TO PROVIDE SUPPORT TO FLOOR JOISTS AT MAXIMUM SPAN OF 1200MM

BOUNDARY

12

10

A400

1 A400

EXTERNAL WALL WITH FRL 120/120/120. CONSTRUCTION CONSISTS OF: • 300MM x 3000MM 'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS • 25MM RONDO TOP HAT SPACED AT 1200MM MAX 3 LAYERS OF GYPROCK 16MM FYRCHECK 92MM RONDO STEEL STUD WALL FILLED WITH GLASS WOOL BATTS ACHIEVING R2.8 GYPROCK 10MM STANDARD PLASTERBOARD •

• •

26

27

25

8085

29

7

24

28

LIFT

31

STAIRS

30

COOL ROOM

3

2

24

3

23 22

20 21 19

FOOTPATH

Parapet 22800

Level 2 FCH 21670

Level 2 FFL 18770

Level 1 FCH 18145

Level 1 FFL 15245

Ground F.C.H. 14660

Ground FFL 10660

Slab 10550

MORE THAN LINES

26

1130 2900 625 2900 585 4000 110

2013

58 CORIO STREET

07 The Gordon Tafe

Geelong, Victoria Student Project - Commercial


A

1 2 3 4

H

4360

G

4 A400

4060

CLEAN>

F

9

32

PASSAGE

PASSAGE

COOL ROOM

9

5 8

RECYCLED BRICK WALL Ͳ NON LOAD BEARING

PARAPET CAPPING AND FLASHING

4060

30

• • •

E 27050

TONGUE N GROOVE 20MM GRANDE FLOORING WITH VECCHIO FINISH Ͳ OSLO COLOUR 22MM STRUCTAFLOR PARTICLE BOARD 70MM x 35MM MGP12 FLOOR JOIST SPACED AT 500MM 200MM DEEP VERSIJACKS TO PROVIDE SUPPORT TO FLOOR JOISTS AT MAXIMUM SPAN OF 1200MM LYSAGHT KLIPͲLOK 700 HIͲSTRENGTH AT PITCH OF 1 DEGREE Ͳ REFER TO SECTION BͲB FOR SUBSTRUCTURE DETAILS

DOWN PIPE AS PER HYDRAULIC ENGINEER SPECIFICATIONS

150MM x 600MM BOX GUTTER SUPPORTED ON BOX GUTTER HANGER SPACED AT 600MM. BOX GUTTER HANGER FIXED TO 'C' SECTIONS

'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS FIXED TO SLAB VIA 25MM RONDO TOP HAT SPACED AT 1200MM MAX

4060

D

4060

LOUNGE

C

16 17

4060

BALCONY

BALCONY

30

13MM SUPACEIL PLASTERBOARD FIXED TO 28MM RONDO FURRING CHANNELS SPACED AT 600MM MAXIMUM

LOUNGE

31

HALLWAY

34

BAR/DINING

HALLWAY

5

AWS CENTRE GLAZE GLAZING

34

100MM SCREED GRADED AT 1:100 TO DRAINAGE POINTS

270MM REINFORCED CONCRETE SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS

SLATE TILE ON SCREED GRADED AT 1:100 TO DRAIN OFF BALCONY SKY GLASS FRAMELESS BALUSTRADE 50MM EXTRUDED FOAM INSULATION

31 32 33

RESIDENTIAL RAISED FLOOR, CONSTRUCTION CONSISTS OF: •

5

6

13

28

15

10

24

EXTERNAL PARAPET WALL WITH FRL 120/120/120. CONSTRUCTION CONSISTS OF: • 300MM x 3000MM 'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS • 25MM RONDO TOP HAT SPACED AT 1200MM MAX 3 LAYERS OF GYPROCK 16MM FYRCHECK 92MM RONDO STEEL STUD WALL FILLED WITH GLASS WOOL BATTS ACHIEVING R2.8 9MM FIBRE COMPRESSED SHEETING •

• •

29

14

5

21

20

TILE FLOOR ON SCREED, GRADED AT 1:100 TO DRAINAGE POINTS

12

9

25

22

26

23 BAR WITH STONE BENCHTOP AND 16MM PARTICLE BOARD CARCASS

0.2MM VAPOUR BARRIER

CONCRETE COLUMN WITH TIMBER CLADDING

27

AWS THERMAL HEART SERIES 826 FIXED

COMPACTED SANDBED

150MM SLAB ON GROUND AS PER STRUCTURAL ENGINEER SPECIFICATIONS

15

14

13

12

11

10

A400

7

150MM PRECAST CONCRETE PANEL AS PER STRUCTURAL ENGINEER SPECIFICATIONS Ͳ FRL 120/120/120

REFUSE CHUTE SPACE. REFUSE CHUTE TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. CHUTES TO BE PROVIDED FOR GENERAL GARBAGE AND RECYCLEABLE GARBAGE

150MM PRECAST CONCRETE PANEL AS PER STRUCTURAL ENGINEER SPECIFICATIONS CLAD WITH 300MM x 3000MM 'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS. CLADDING FIXED BY 25MM RONDO TOP HAT SPACED AT 1200MM MAX Ͳ FRL 120/120/120

PARAPET CAPPING AND STIFFENED FLASHING

1 : 50

7

4

20

11

Section A-A

1 2

3

4 5

TONGUE N GROOVE 20MM GRANDE FLOORING WITH VECCHIO FINISH Ͳ OSLO COLOUR FIXED TO 90x45 MGP12 FLOOR JOIST SPACED AT 500MM

150MM CONCRETE RAMP AS PER STRUCTURAL ENGINEER SPECIFICATIONS

REINFORCED SLAB ON GROUND RIB BEAM AS PER STRUCTURAL ENGINEER SPECIFICATIONS

TIMBER FRAMED 1900MM x 2700MM DOOR WITH FIXED 1900MM x 600MM WINDOW ABOVE

16

18

17

19

100MM CAST IN SITU CONCRETE RETAINING WALL

200MM REINFORCED CONCRETE SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS

REINFORCED SLAB ON GROUND EDGE BEAM AS PER STRUCTURAL ENGINEER SPECIFICATIONS

PRECAST CONCRETE SANDWICH PANEL 50MM CONCRETE, 50MM RIGID INSULATION 50MM CONCRETE. TO ACHIEVE R VALUE OF R1.8 Ͳ AS PER STRUCTURAL ENGINEER SPECIFICATIONS. FRL 120/120/120

7

6

8

B

1100

1100

1130 2900 625 2900 585 4000 110

12250

2390

1

27

26

21

28

29

25

24

33

21

A

Parapet 22800

Level 2 FCH 21670

Level 2 FFL 18770

Level 1 FCH 18145

23

20

Level 1 FFL 15245

22

Ground F.C.H. 14660

21

20

Slab 10550

Ground FFL 10660

19

18

11

27

MORE THAN LINES

58 Corio Street 2013


Student Project - Commercial

Geelong, Victoria

07 The Gordon Tafe

2013

58 CORIO STREET

1 200

1

50 50

150 250

VMZINC 'ATHRAͲZINC' STIFFENED PARAPET FLASHING

40

PLY WOOD TIMBER BLOCKING

LYSAGHT KLIPͲLOK 700 HIͲSTRENGTH AT PITCH OF 1 DEGREE SARKING

PRECAST CONCRETE SANDWICH PANEL 50MM CONCRETE, 50MM RIGID INSULATION 50MM CONCRETE. TO ACHIEVE R VALUE OF R1.8 Ͳ AS PER STRUCTURAL ENGINEER SPECIFICATIONS

*

Parapet 22800

151 NOM.

SANDWICH PANEL TIE

GROUT *

*

DOWEL POCKET * LYSAGHT ZED100 SPACED AT 2000 MAXIMUM Ͳ BOLTED TO STEEL CLEAT

*

MORE THAN LINES *

*

REINFORCEMENT OMITTED FROM UPSTAND FOR CLARITY

1150

*PRECAST SANDWICH PANEL CONNECTION ELEMENTS AS PER STRUCTURAL ENGINEERS SPECIFICATIONS

N.G.L.

STEEL CLEAT Ͳ BOLTED TO EQUAL ANGLE 50MM EQUAL ANGLE RAMSET Ͳ BOLTED TO SLAB

WATERPROOF GASKET/GROUT STOP *

50MM EXTRUDED FOAM INSULATION

LEVELLING SHIMS * DOWELS CAST IN UPSTAND *

SARKING 300MM x 3000MM 'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS

REINFORCEMENT OMITTED FROM UPSTAND FOR CLARITY

25MM RONDO TOP HAT SPACED AT 1200MM MAX RONDO WALL TRACK 680 92MM

*PRECAST SANDWICH PANEL CONNECTION ELEMENTS AS PER STRUCTURAL ENGINEERS SPECIFICATIONS

Level 2 FCH 21670

VINYL FLOORING ON SCREED

92MM STEEL STUD WALL

WATERPROOF MEMBRANE

WALL WOOL BATTS TO ACHIEVE MINIMUM R VALUE OF R2.8

13MM SUPACEIL PLASTERBOARD 28MM RONDO FURRING CHANNELS SPACED AT 600MM MAXIMUM

3 LAYERS OF 16MM GYPROCK FYRCHECK PLASTERBOARD

Ground FFL 10660

BORAL LINEAR COVE CORNICE GYPROCK 10MM STANDARD PLASTERBOARD

Slab 10550

1120

150

270MM REINFORCED CONCRETE ROOF SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS

250MM x 1150MM CONCRETE UPSTAND AS PER STRUCTURAL ENGINEER SPECIFICATIONS 150MM SLAB ON GROUND AS PER STRUCTURAL ENGINEER SPECIFICATIONS AGGREGATE

COMPACTED SANDBED REINFORCED SLAB ON GROUND EDGE BEAM AS PER STRUCTURAL ENGINEER SPECIFICATIONS

160MM AGRICULTURE PIPE

2

WALL AND ROOF DETAIL 1 : 10

1000

0.2MM VAPOUR BARRIER

1

BOUNDARY

BOUNDARY

GYPROCK 10MM STANDARD PLASTERBOARD RONDO P50 SHADOWLINE TONGUE N GROOVE 20MM GRANDE FLOORING WITH VECCHIO FINISH Ͳ OSLO COLOUR 70MM x 35MM MGP12 FLOOR JOIST SPACED AT 500MM

25MM RONDO TOP HAT SPACED AT 1200MM MAX

22MM STRUCTAFLOR PARTICLE BOARD

300MM x 3000MM 'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS

200MM DEEP VERSIJACKS TO PROVIDE SUPPORT TO FLOOR JOISTS AT MAXIMUM SPAN OF 1200MM

Level 2 FFL 18770

1

SLAB EDGE BEAM DETAIL

270 NOM.

92MM STEEL STUD WALL WALL WOOL BATTS TO ACHIEVE MINIMUM R VALUE OF R2.8 3 LAYERS OF 16MM GYPROCK FYRCHECK PLASTERBOARD RONDO WALL TRACK 680 92MM

1 : 10

SARKING

Level 1 FCH 18145

270MM REINFORCED CONCRETE ROOF SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS 13MM SUPACEIL PLASTERBOARD 28MM RONDO FURRING CHANNELS SPACED AT 600MM MAXIMUM

2

BORAL LINEAR COVE CORNICE

A400

35 NOM.

3 A400

3 1 A400

28

WALL AND FLOOR DETAIL 1 : 10

GYPROCK 10MM STANDARD PLASTERBOARD


CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

A

100MM x 100MM CONCRETE UPSTAND/KERB AS PER STRUCTURAL ENGINEERS SPECIFICATIONS

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

270MM REINFORCED CONCRETE ROOF SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS

100

500

Level 1 FFL 15245

250

35

300MM x 300MM CONCRETE COLUMN CAST IN SITU AS PER STRUCTURAL ENGINEER SPECIFICATIONS

270

100

CONCRETE ANCHORS AS PER STRUCTURAL ENGINEER SPECIFICATIONS WELDED TO FIN FRAME

Ground F.C.H. 14660

FINS FIXED TO COLUMN

REINFORCEMENT OMITTED FOR CLARITY CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

AWS THERMALHEART SERIES 826 FRONTGLAZE HEAD AND SUB HEAD

2520

RCEMENT D FOR CLARITY

M

GALVANISED FIN ANCHOR WELDED TO FIN TRUSS Ͳ REFER TO STRUCTURAL ENGINEER SPECIFICATIONS

AWS THERMAL HEART SERIES 826 FIXED

CTION METHOD BLE FOR NORTH RNER COLUMN

24MM VIRIDIAN SUPERGREY PERMATECH E INSULATED GLAZING

3D CORNER FIN DETAIL

4

5040

FIN

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

475 300

CONNECTION METHOD APPLICABLE FOR FINS LOCATED ON THE NORTH AND EAST FACADES. NOT APPLICABLE FOR CORNERS.

500

FIN ANCHOR AS PER STRUCTURAL ENGINEER SPECIFICATIONS FILLET WELDED TO FIN TRUSS CONCRETE REINFORCEMENT AS PER STRUCTURAL ENGINEER SPECIFICATIONS

AWS THERMALHEART SERIES 826 FRONTGLAZE SILL & SUB SILL

300

A

25MM x 25MM MERBAU TREATED TO H5, FINISHED WITH CABOT'S AQUADECK DECKING OIL

REINFORCEMENT OMITTED FOR CLARITY

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

100 150 110

AWS THERMALHEART SERIES 826 FRONTGLAZE JAMB WITH NO SUB JAMB REINFORCEMENT AWS THERMAL HEART SERIES 826 OMITTED FOR CLARITY FIXED

MORE THAN LINES

REINFORCED SLAB ON GROUND BEAM AS PER STRUCTURAL ENGINEER SPECIFICATIONS

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

1 : 10

150MM x 110MM CONCRETE UPSTAND AS PER STRUCTURAL ENGINEER SPECIFICATIONS THICKENED EDGE OF SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS

FIN & COLUMN DETAIL

5

Ground FFL 10660 Slab 10550

N.G.L.

TRUSS FRAME CONSTRUCTED FROM ONE STEEL DURAGAL 25MM SHS. CONSTRUCTED AS PER STRUCTURAL ENGINEER SPECIFICATIONS

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY. REINFORCEMENT OMITTED FOR CLARITY

MORE THAN LINES

GALVANISED FIN ANCHOR WELDED TO FIN TRUSS Ͳ REFER TO STRUCTURAL ENGINEER SPECIFICATIONS

125MM x 25MM MERBAU TREATED TO H5, FINISHED WITH CABOT'S AQUADECK DECKING OIL

CONNECTION METHOD CONNECTION METHOD APPLICABLE FOR NORTH APPLICABLE FOR NORTH EAST CORNER COLUMN EAST CORNER COLUMN ONLY. ONLY.

FIN ANCHORS ARE TO BE TIED TO WITH CONCRETE REINFORCEMENT STEEL NORTH EAST CORNER OF SLAB TO BE ABOVE NATURAL GROUND LEVEL

TONGUE N GROOVE 20MM GRANDE FLOORING WITH VECCHIO FINISH Ͳ OSLO COLOUR

900

NELS TO FINISH OW CONCRETE SLAB D 40MM ABOVE FL TO PROVIDE INE

24MM VIRIDIAN SUPERGREY PERMATECH E INSULATED GLAZING

FLOOR AND ROOF UPSTAND AND FLOOR SLAB THICKENING ARE TO BE POURED SIMULTANEOUSLY TO PREVENT VISUAL APPEARANCE OF SEPARATE POURS.

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

90MM X 45MM MGP12 FLOOR JOIST SPACED AT 500MM

300MM x 300MM CONCRETE COLUMN CAST IN SITU AS PER STRUCTURAL ENGINEER SPECIFICATIONS

TIMBER PANELS TO FINISH 40MM BELOW CONCRETE SLAB SOFFIT AND 40MM ABOVE REINFORCEMENT REINFORCEMENT GROUND FFL TO PROVIDE OMITTED FOR CLARITY OMITTED FOR CLARITY SHADOW LINE

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

2520

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN ONLY.

FIN

310

CONNECTION METHOD APPLICABLE FOR NORTH EAST CORNER COLUMN 400 ONLY.

260

75

TRUSS FRAME CONSTRUCTED FROM ONE STEEL DURAGAL 25MM SHS. CONSTRUCTED AS PER STRUCTURAL ENGINEER SPECIFICATIONS

CONNECTION METHOD CONNECTION METHOD APPLICABLE FOR NORTH APPLICABLE FOR NORTH EAST CORNER COLUMN EAST CORNER COLUMN ONLY. ONLY.

COMPACTED SANDBED COMPACTED FILL 0.2MM VAPOUR BARRIER

150 100

600

100 200 CONNECTION METHOD APPLICABLE FOR FINS LOCATED ON THE NORTH AND EAST FACADES. NOT APPLICABLE FOR CORNERS.

3

100 190 190

480 40 50

250

40

40

480

300

50 40

3920

3420

MERBAU TREATED TO H5, REINFORCEMENT OMITTED FINISHED WITH CABOT'S FOR CLARITY AQUADECK DECKING OIL *COLUMN TO SLAB PRECAST 300MM x 300MM CONNECTION ELEMENTS AS CONCRETE COLUMN AS PER PER STRUCTURAL ENGINEERS STRUCTURAL ENGINEER SPECIFICATIONS SPECIFICATIONS

250

150

40

6

D A401

Ground FFL 10660 Slab 10550

FIN ANCHORS ARE TO BE TIED TO WITH CONCRETE REINFORCEMENT STEEL NORTH EAST CORNER OF SLAB TO BE ABOVE NATURAL GROUND LEVEL

3

NORTH EAST CORNER OF SLAB TO BE ABOVE NATURAL GROUND LEVEL *

Ground F.C.H. 14660

* * *

190

TIMBER PANELS TO FINISH 40MM BELOW CONCRETE SLAB SOFFIT AND 40MM ABOVE GROUND FFL TO PROVIDE SHADOW LINE

100

240

* TIMBER PANELS TO FINISH 40MM BELOW CONCRETE SLAB SOFFIT AND 40MM ABOVE GROUND FFL TO PROVIDE SHADOW LINE

8

*

FIRST FLOOR CONSTRUCTION OMITTED FOR CLARITY

COLUMN ELEVATION 1 : 50

FLOOR AND ROOF UPSTAND AND FLOOR SLAB THICKENING ARE TO BE POURED SIMULTANEOUSLY TO PREVENT VISUAL APPEARANCE OF SEPARATE POURS.

FIN ANCHORS ARE TO BE TIED TO WITH CONCRETE REINFORCEMENT STEEL

B

40MM SHADOW LINE TIMBER PANELS TO FINISH TIMBER PANELS TO FINISH 40MM BELOW CONCRETE SLAB 40MM BELOW CONCRETE SLAB * SOFFIT AND 40MM ABOVE SOFFIT AND 40MM ABOVE * GROUND FFL TO PROVIDE GROUND FFL TO PROVIDE * SHADOW LINE SHADOW LINE *

TIMBER PANELS TO FINISH 40MM BELOW CONCRETE SLAB SOFFIT AND 40MM ABOVE GROUND FFL TO PROVIDE SHADOW LINE

D A401

1 : 20

FLOOR AND ROOF UPSTAND AND FLOOR SLAB THICKENING ARE TO BE POURED SIMULTANEOUSLY TO PREVENT VISUAL APPEARANCE OF SEPARATE POURS.

300MM x 300MM PRECAST *COLUMN TO SLAB REINFORECED CONCRETE CONNECTION ELEMENTS AS COLUMN AS PER STRUCTURAL PER STRUCTURAL ENGINEERS ENGINEER SPECIFICATIONS SPECIFICATIONS

40MM SHADOW LINE

FIRST FLOOR CONSTRUCTION OMITTED FOR CLARITY

C

MITRE JOINT REINFORCEMENT OMITTED 40MM x 50MM MGP12 BATTEN FOR CLARITY

Ground F.C.H. 14660

FIN SECTION C-C

CONNECTION METHOD APPLICABLE FOR FINS LOCATED ON THE NORTH AND EAST FACADES. NOT APPLICABLE FOR CORNERS.

240 MM x 40MM MERBAU TREATED TO H5, FINISHED WITH CABOT'S AQUADECK DECKING OIL

A401

190

N.G.L.

240

N.G.L.

7

COLUMN PLAN DETAIL

N.G.L.

9

1 : 10

A401

Ground FFL 10660 Slab 10550

D

COLUMN SECTION D-D 1 : 50

3 40 50

3 *COLUMN TO SLAB CONNECTION ELEMENTS AS PER STRUCTURAL ENGINEERS SPECIFICATIONS

ORCEMENT OMITTED ARITY

270MM REINFORCED CONCRETE ROOF SLAB AS PER STRUCTURAL ENGINEER SPECIFICATIONS

REINFORCEMENT OMITTED REINFORCEMENT OMITTED FOR CLARITYFOR CLARITY

40MM SHADOW LINE

*COLUMN TO SLAB *COLUMN TO SLAB CONNECTION ELEMENTS AS CONNECTION ELEMENTS AS PER STRUCTURAL ENGINEERS PER STRUCTURAL ENGINEERS SPECIFICATIONS SPECIFICATIONS

250

REINFORCEMENT OMITTED FOR CLARITY

REINFORCEMENT OMITTED FOR CLARITY

MN TO SLAB ECTION ELEMENTS AS RUCTURAL ENGINEERS ICATIONS

300

50 40

40MM x 50MM MGP12 BATTEN

* 240 MM x 40MM MERBAU TREATED TO H5, FINISHED WITH CABOT'S AQUADECK DECKING OIL

250

*

300MM x 300MM PRECAST FIRST FLOOR CONSTRUCTION FIRST FLOOR CONSTRUCTION REINFORECED CONCRETE OMITTED FOR CLARITY OMITTED FOR CLARITY COLUMN AS PER STRUCTURAL ENGINEER SPECIFICATIONS

* * *

GROUT *

TONGUE N GROOVE 20MM GRANDE FLOORING WITH VECCHIO FINISH Ͳ OSLO COLOUR

40 50

300

FIRST FLOOR CONSTRUCTION 50 40 OMITTED FOR CLARITY

FIRST FLOOR CONSTRUCTION OMITTED FOR CLARITY

DOWEL POCKET *

* * PER STRUCTURAL ENGINEERS * SPECIFICATIONS * REINFORCEMENT OMITTED FOR CLARITY * * * * *COLUMN TO SLAB CONNECTION ELEMENTS AS * PER STRUCTURAL ENGINEERS SPECIFICATIONS *

40

GROUT STOP *

*

PACKER PLATE *

*

DOWELS CAST IN SLAB *

*

40MM x 50MM MGP12 BATTEN

*

* *

480

* * *

FIRST FLOOR CONSTRUCTION OMITTED FOR CLARITY

8

COLUMN-SOFFIT DETAIL 1 : 10

9

7

40MM SHADOW LINE

REINFORCEMENT OMITTED FOR CLARITY *COLUMN TO SLAB * * CONNECTION ELEMENTS AS

90 20

40

* *

RST FLOOR CONSTRUCTION * MITTED FOR CLARITY

*COLUMN TO SLAB CONNECTION ELEMENTS AS PER STRUCTURAL ENGINEERS SPECIFICATIONS

A401

240 MM x 40MM MERBAU TREATED TO H5, FINISHED WITH CABOT'S AQUADECK DECKING OIL

*

Ground F.C.H. 14660

5 300MM x 300MM PRECAST REINFORECED CONCRETE COLUMN AS PER STRUCTURAL ENGINEER SPECIFICATIONS

A401

Ground FFL 10660 Slab 10550 90MM X 45MM MGP12 FLOOR JOIST SURROUNDING CONCRETE COLUMN BASE 150MM SLAB ON GROUND AS PER STRUCTURAL ENGINEER SPECIFICATIONS COMPACTED SANDBED COMPACTED FILL REINFORCED SLAB ON GROUND BEAM AS PER STRUCTURAL ENGINEER SPECIFICATIONS

COLUMN-SLAB DETAIL 1 : 10

58 Corio Street 2013

29


Student Project - Commercial

Geelong, Victoria

07 The Gordon Tafe

2013

58 CORIO STREET

190

MORE THAN LINES 3

CAST IN SITU CONCRETE RAMP 300MM x 300MM PRECAST COLUMN RECYCLED BRICK 10MM MORTAR JOINT

840

200

92MM STEEL STUD WALL 25MM RONDO TOP HAT SPACED AT 1200MM MAX

GYPROCK 10MM STANDARD PLASTERBOARD TIMBER FRAMED 1900MM x 2700MM DOOR WITH FIXED 1900MM x 600MM WINDOW ABOVE

300MM x 3000MM 'ANTHRAͲZINC' VMZINC INTERLOCKING PANELS

RONDO P50 SHADOWLINE

VMZINC INTERLOCKING PANEL FIXING CLIP

150

80

230

C 3 LAYERS OF 16MM GYPROCK FYRCHECK PLASTERBOARD RONDO MAXIJAMB 200 STUD WALL WOOL BATTS TO ACHIEVE MINIMUM R VALUE OF R2.8 SARKING

150 40 135

10

ENTRY DETAIL 1 : 10

60

40 1780 2170

60

135

11

UNIT WALL DETAIL 1 : 10

10 A402

11 A402

REF. REF.

30


MORE THAN LINES

380 150 180

600 50

E A403 20MM CAESAR STONE 'JET BLACK'

52

200

80

20MM MDF CUPBOARD LEAF CLADDED WITH LAMINEX STAINLESS STEEL STAINLESS STEEL HANDLE

358 16 358 16 100

88 16

A403

1

GROUND FLOOR PLAN

E

1 : 50

20MM MERBAU

16 450

E

A403

900

1100

16MM MALAMINE MDF CARCAS

3

LAMINEX STAINLESS STEEL FINISH

Ground FFL 10660

JOINERY SECTION E-E 1 : 20

E A403

CAESAR STONE 'JET BLACK' LAMINEX STAINLESS STEEL FISNISH

GLASS RACK SPACE

GLASS RACK SPACE

Ground FFL 10660 Slab 10550

3

JOINERY ELEVATION 1 : 20

58 Corio Street 2013

31


Student Project - Commercial

Geelong, Victoria

The Gordon Tafe

2014

08 RYRIE RETAIL+

In the final year of my diploma we had one major group project.

street (Ryrie Street) and the otherwise dilapidated alley behind the site.

We were to propose a scheme consisting of a retail typology of our choice that would rejuvenate and re-imagine Geelong’s retail industry.

Once deciding on a typology of clothes and book stores, each member of our group came up with a concept.

There was also to be a link between the main

32

My concept was chosen and as such we developed my design.

I wanted to incorporate contemporary style that is not seen in the main streets of Geelong, taking cues from some developments in Melbourne (like the RMIT’s modern development in an otherwise traditional context). Additionally I wanted bold forms to be the

key design, allowing the building to be perceived as more dynamic. While I lead the design process, my team was undeniably valuable especially when it came to broadening my horizons in design styles.


Ryrie Retail+ 2014

33


Student Project - Commercial

Geelong, Victoria

08 The Gordon Tafe

2014

RYRIE RETAIL+

34


RYRIE RETAIL+

G-4 0.2

GROUP FOUR EST. 2014

D

ES

IG

NA N E XTRAORDI

IR

ES

153 - 159 Ryrie Street, Geelong Ryrie Retail+ Community Refuse Space Bicycle Rack

The objective of Ryrie Retail+ is to broaden the horizons of what can be expected in the Geelong CBD. Geelong is currently experiencing an industrial and economical paradigm shift, with the manufacturing sector in continuous decline Group Four has decided that there is no better time to show that Geelong and it’s citizens are here to stay. The iconic triangular facade on Ryrie Street extends the purpose of the building to the external fabric, acting as a street side catalogue by providing space for store merchandise. The rear facade comprises of a large mesh which allows moderated natural light and ventilation to enter the entire building, providing a more natural feeling space and a more comfortable experience. A section of double glazing helps light up he building further. The ̭oors have been designed and shaped to maximize the penetration of light from this glazing. 49% of the site has been made permanently accessible to the public and facilitates tra̮c between Market Square and Ryrie Street. This space provides a cafe, entertainment stage, soft landscaping and sanitary amenities (lockable)

RETAIL TYPOLOGY

CLOTHING/ BOOKS

Group Four believes that the issue with Geelong’s ̭ailing retail sector is not to do with topology itself, but the way these typologies are addressed.

Clothing - The aim of our clothing component is to sell high quality community created merchandise which will provide unique attire for everybody. Books - The bookstore provides a large selection of titles including as much special interest as possible. Combined with reading areas makes the experience more relaxed and provides social opportunities.

SITE AREA

GROUND FLOOR

SITE USAGE

FIRST FLOOR

PUBLIC SPACE

SECOND FLOOR

THIRD FLOOR

PROBABLE COST

SECOND ($3400/m2)

357m2 181m2 238m2 $6.5m $1.3m 100% 238m2 $1.7m $1.3m 49% 239m2 $1.3m $0.9m

GROUND ($4750/m2) THIRD ($3400/m2)

26.5%

20%

26.5%

27%

FIRST ($3400/m2)

ROOF ($3000/m2)

G-4 0.2

GROUP FOUR

Store Sec.

Stairs Store

Store

Change

Book Store

Cafe

Book Store

Change

IG

NA N E XTRAORDI

IR

ES

H

Men’s Clothing

Change

Public Space

ES

ORT

Book Store

Women’s Clothing

D

<<N

Women’s Clothing Men’s Clothing

MOORABOOL STREET

Sanitary Facilities

Stairs

Change

Stage

Stairs

ROCK O’CASHELL LANE

EST. 2014

Stairs

RYRIE STREET Reading Booths

GROUND

FIRST

1:200

SCHEME FEATURES

Ryrie Retail+ takes advantage of innovative and contemporary design while introducing new functionality into the Geelong retail paradigm. Some features include: -Large open public space -Sheltered outdoor entertainment area -Large bookstore complete with lounge and information services. -Community based clothes store. Collaboration do be arranged with local fashion designers, learning institutions and the online platform Etsy.com. -Strong emphasis on healthy movement.

ESD SUMMARY

This scheme proudly implements the following principles to help ensure various forms of sustainability: Environmental -Photovoltaic Cells. -North facade comprises of a permeable screen, allowing natural ventilation and light to enter the building while providing shade. -Double-glazing. -Lightwell also incorporated in the roof to further allow natural lighting. -Lightwell ̬tted with operable glazing to enable night time heat purging. -Stormwater collection. -All electrical and water ̬ttings to have maximum achievable star ratings where

1:200

SECOND

THIRD

1:200

1:200

SITE

1:500

Elevator is relatively obscured inside book store with stairs being an obvious option. Additionally a bike rack is provided in the rear lane. -Soft landscaping on ground ̭oor. -Community refuse project as a place for nearby businesses to dispose of garbage. -Custom designed street furniture -Strong emphasis on indoor environment comfort. -Green wall.

applicable -All light ̬ttings to be LED -Reverse Cycle Air Conditioning -Parking is not provided. Bike racks are provided and public transport to be promoted as part of the information centre. -The Community refuse space will promote recycling and reduce the number of trucks required for garbage collection locally. Social/Economical -Natural ventilation provided through rear facade. -Upper ̭oors designed to maximize light permeability.

BUILDING LIFE CYCLE Material Sourcing Materials are to be sourced through means of recycling wherever possible. All concrete is to be manufactured from recycled aggregate. In addition to this, all structural and cladding timber will be sourced from renewable plantations with the relevant certi̬cation. Building Occupancy Systems that are implemented as part of the design proposal are to be maintained to ensure maximum building performance. Where possible, upgrades should be made to increase environmental sustainability throughout the building life-cycle.

Demolition Most materials within this scheme can be recycled and this opportunity should be taken advantage of. Steel melted down and incorporated into new products and concrete can have the aggregate recycled into other products. Were possible fenestration will be removed from the site in whole segments and reused as is, otherwise they will be recycled based on materials (glass & metal). For further information, please refer to the ESD Report included with the design proposal.

SECTION A-A 1:200

SECTION B-B

1:200

Software Used

Autodesk Revit

Autodesk 360 Cloud Rendering

Autodsk Revit Server

Adobe Photoshop

Adobe Illustrator

Ryrie Retail+ 2014

35


Student Project - Commercial

Geelong, Victoria

08 The Gordon Tafe

2014

RYRIE RETAIL+

A

LEGEND

A300 STORM WATER TO BE RETAINED

1

3

2

OTHER DRAINAGE - TO LPD

4

LDP

LEGAL POINT OF DISCHARGE

WT

WATERTANK - TANKMASTA 5000L UNDERGROUND WATER TANK WITH EXTENDED COLLAR

ROCK O'CASHELL LANE

TELECOMS PIT

ELEC

PROPOSED REFUSE CENTRE

LPD

70° 27' 29" 13.80 m 1:100 FALL

UP

18000 RL

19° 32' 31" 1.50 m

ROCK O'CASHELL LN SWG

A

WATER

GAS

3310 WATER

GAS

SWG

70° 27' 29" 5.40 m

A

OV ER FL OW

TO GRASS

3710

REFUSE CEN. SETOUT

3490

ROCK O'CASHELL LANE

4675 REFUSE CEN. SETOUT

18000 RL

N

18000 RL

WT 1:100 FALL TO GRASS

DP DP

1:100 FALL TO GRASS

18500 RL

AGRICULTURAL PIPE

1:100 FALL TO GRASS AGRICULTURAL PIPE

'T&G BUILDING'

PROPOSED DEVELOPMENT

DP DP

19° 32' 31" 19.70 m

19° 32' 31" 18.20 m

B

18000 RL

1:100 FALL TO GRASS

18252 RL

B 'GASMART BUILDING'

18500 RL

B

B

A301

A301

UP TO GRASS

1:100 FALL

18500 RL

18500 RL

1100

C ELEC

EXISTING FOOTPATH

SETOUT

C 70° 27' 29" 19.20 m

ELEC

TBM 18450 RL

TELE

TELE

TELE

C ELE

3850

TELE

GAS

GAS

EXISTING 'T&G BUILDING' VERANDA

EXISTING 'GASMART BUILDING' VERANDA PROPOSED FOOTPATH

ELEC

TRAFFIC DIRECTION

TRAFFIC DIRECTION

8530

BICYCLE LANE

SETOUT

RYRIE STREET WATER

EXISTING PARALLEL PARKING

RYRIE STREET EAST BOUND

725

EXISTING MEDIAN STRIP

A A300

1

1

SITE PLAN 1 : 100

36

2

3

4

TELE

MAINS TELECOM

SWG

MAINS SEWERAGE

WATER

MAINS WATER

GAS

MAINS GAS

ELEC

MAINS ELECTRICITY


6370

5590

7240

CLERESTORY

3

2

4

ROCK O'CASHELL LANE

1

A A300

AF + PF

AF + PF

2505

A

A

AF + PF

SG

1:35

1:35

AF + PF

AF + PF

LYSAGHT KLIP-LOK 700 HI-STRENGTH @ MIN 1 DEGREE

N

AF

AF

SCREED ROOF @ 1:50 MIN

DP DP

S

DP DP

B

AF

'GASMART BUILDING' AF

AF

'T&G BUILDING'

B

1:47

1:47

B

AF + PF

A301

AF + PF

A301

B

S

BG

CLER ESTO RY

BG AF

12600

CLERESTORY

AF

1:50

AF + PF

AF + PF

3095

SG

C

C

AF + PF

1:6

1:6

3000

VERANDA

AF + PF

6700

500

VERANDA

3700

500

7700

PUBLIC SPACE

VERANDA

TANKED CEMENT SHEETING - BLACK

1

3

2

4

RYRIE STREET

1

ROOF PLAN 1 : 100

Ryrie Retail+ 2014

37


Student Project - Commercial

Geelong, Victoria

08 The Gordon Tafe

2014

RYRIE RETAIL+

150

4850

8900

5150

GRID

GRID

GRID

13800

150

5400

PUBLIC SPACE 350

13420

200

4900

PUBLIC SPACE 390

1050

90

RAMP

9685

STAGE

PUBLIC SPACE

4738

1

300

FIRE STAIRS

2585

300 0

1860

90

2850

CLEANER

300

SAN. COMPS

9032

200 1600 90

3180

330

STAIRS

DIS.

SAN. COMPS

3

2

4

A

STAIRS

240 1550 300 3330

FEMALE TOILETS

90

9830

8670

CAFE

THERMOMASS

9410

A301

BENCH

SHADOWCLAD

19700

OVERALL

SLATE TILES 18500 RL 33 m²

C

ARTICULATION JOINT

W1

GR

GRASS

D1

DOOR

W1

WINDOW - 3495mm X 1700mm AND 2260mm X 1700mm HUFCORE BF2 VERTICAL FOLDING WINDOWS POWDERCOATED BLACK

FC

FACADE COLUMN

DP

W2

FG

FACADE GLAZING -24mm VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZING

FU

STREET FURNITURE

1400

1 A400

FALL FROM BUILDING TO ORIGINAL FOOTPATH OR 1:100 FALL WHICH EVER IS GREATEST FU

A

FU

PROPOSED VERANDA

PROPOSED VERANDA

6mm SPLASHBACK COMPANY 'KIWI GREEN' PROSATIN SPLASHBACK GLASS ATTACHED TO 8.5mm CEMINTEL RENDALINE CEMENT SHEETING

EXISTING FOOTPATH

EXISTING FOOTPATH

1200mm x 12MM CHH TIMBER SHADOWCLAD NATURAL WITH TEXTURE GROOVE FINISH

A

1

2

300

2025

3245

3

A300

400

4

PUBLIC SPACE 5670

1993

2839

BOOKSTORE

THERMOMASS- 250mm AND 300mm PANELS

150 300 796 CORE

11924

ELEVATOR 300

DR -DRAIN DP - DOWN PIPE

200

200

BENCH

DR 200

1400

GR

SHIPPING CONTAINER

B

SLATE TILES 18500 RL 163 m²

FC3

D7

3330

MALE TOILETS

90

680 60

150 1750

90

CORE

D1

CLEANER STAIRS HALLWAY

920 440 990

D2

920 420 920 5480

2600 D7

15 16 17 18 19 20 21 22 23 24 25 26 27

TO GRASS

1:100 FALL

FC4 G4 FC5

2080 1400

400

400

LEGEND

GASMART BUILDING

ENVIRO RUBBER 18564 RL 24 m²

PUBLIC SPACE

PRECAST COLUMN CLADDED WITH SHADOWCLAD

FG2

B

CAFE BOH

CAFE

POLISHED CONCRETE 18500 RL 48 m²

FC2

THERMOMASS

D3

D4 D5

DRAINAGE

GR

UP

C

DP DP SERVICE CORE

AGRICULTURAL PIPE

G7 FC6

14 13 12 11 10 9 8 7

D8

THERMOMASS

SHADOWCLAD

A301

G5

G6

A202

B

D8

1680

FC7

2

4 m²

1:100 FALL TO GRASS

FC8

1:100 FALL TO GRASS

D3

D1 D2

1:100 FALL

114 0

2

TILES 18000 RL

A400

T&G BUILDING

8140

DIS. TOILET GREEN WALL

350

CORE

18470 RL DP DP

N

DR

4 3 2 1

FG1

TILES 18000 RL 11 m²

D6

DN

EXISTING ABUTTING WALL INDICATIVE ONLY TO BE CONFIRMED ON SITE

MALE

1:100 FALL TO GRASS

18252 RL ENVIRO RUBBER

FC1

TILES 18000 RL 10 m²

DR

WT

1:100 FALL TO GRASS

SERVICE CORE

LIFT

TO GRASS

18000 RL

4840

150 1800 150 1485

OVERALL 11470

FEMALE

GROUND BOOKSTORE

1515

A

18000 RL 3 m²

PUBLIC SPACE STAGE ENVIRO RUBBER 18500 RL

B

BOOKSTORE

18200

GRID

8735

FIRE STAIRS

OV ER FL CLOSET OW SLATE TILES

GLASS WALL

THERMOMASS

EXISTING ABUTTING WALL INDICATIVE ONLY TO BE CONFIRMED ON SITE

AGRICULTURAL PIPE DRAINAGE

2160 3030

GR

STAGE

6075

RAMP

6020

7390

GRID

E AG AIN DR

18000 RL

90

560

LPD UP

A

3690

THERMOMASS

90 1440 90 1700 300

A300

5663

2375

300

2260

350

90mm STEEL STUD WALL 200mm GREEN WALL VERTIGO PRO SYSTEM WITH ASSORTED FERNS

STAIRS 300

4600

1400

6545

FRONT GLAZING

ANGLE WALL

ENTRANCE

3495

220

200

6125

SLATE TILE - 450mm X 300mm PARISIAN SAW EDGE TILE - EDWARD SLATE AND STONE

330

CAFE

FLOOR TILES - ALASKA CHARCOAL 600mm X 300mm

19200 OVERALL

150

4850

7645

6405

GRID

GRID

GRID

ENVIRO RUBBER

150

ENVIRO COMFORT PLUS ANTI-FATIGUE MATTING - BLACK

POLISHED SNOWDRIFT BORALSTONE POLISHED CONCRETE CONCRETE - BORAL

1 : 100

S

1

GROUND FLOOR

1

3

2

4

200

A A300

4 UP

A400

A

A

FIRE STAIRS 15 m²

SECURITY

STORAGE

3 m²

3 m²

ATRIUM

N

97 m²

SERVICEDP DP CORE DP DP

B

SERVICE CORE

LIFT SHAFT

LEVEL 1 BOOKSTORE

LEVEL 1 BOOKSTORE

74 m²

91 m²

B

B

B

A301

A301

SHIPPING CONTAINER WALKWAY

4A401 ---

13 m²

C

2

38

LEVEL 1 1 : 100

1

2

A A300

3

C

4


A A300

A

1

A300

1

3

2

3

2

4

4 FIRE STAIRS

DN

A

UP

A

14 m²

FIRE STAIRS

DN

A

A

14 m²

STORAGE 7 m²

STORAGE ATRIUM

7 m²

CHANGE ROOMS

98 m²

N

CHANGE ROOMS

ATRIUM 97 m²

N

SERVICE CORE

B

DP DP

B

B

SERVICE CORE

LIFT SHAFT

FEMALE CLOTHING STORE MALE CLOTHING STORE CHANGE ROOMS

FEMALE CLOTHING STORE B 95 m²

MENS CLOTHING STORE B

B

SERVICE CORE

LIFT SHAFT

SERVICEDP DP CORE

93 m²

77 m²

B

A301

A301

B

73 m²

A301

A301

SHIPPING CONTAINER WALKWAY CHANGE ROOMS

12 m²

SHIPPING CONTAINER WALKWAY

C

C

13 m²

C

C

A A300

A

1

1

A300

2

3

1

4

LEVEL 2

2

1 : 100

1

2

3

4

LEVEL 3 1 : 100

2

A A300

A

CLOSET

GYPROCK PLASTERBOARD 3 m² 20900 RL

FEMALE

20900 RL

GYPROCK PLASTERBOARD 20900 RL 10 m²

22510 RL

20700 RL

MALE GYPROCK PLASTERBOARD 20700 RL 11 m²

22510 RL PLYWOOD

N

DIS. TOILET GYPROCK PLASTERBOARD 20700 RL 4 m²

B

2250

1500

B A301

CAFE GROUND BOOKSTORE

PLYWOOD 22510 RL 33 m²

PLYWOOD 22510 RL 48 m²

C

3

1

4

GROUND FLOOR 1 : 100

Ryrie Retail+ 2014

39


Student Project - Commercial

08

Geelong, Victoria

The Gordon Tafe

2014

CLERESTORY 12600X5590MM – CAPRAL ALUMINIUM FRAMING – REFER TO SHOP DRAWINGS FOR SPECIFICATIONS

2.

WINCO LF550 FRAMELESS LOUVER WINDOW SYSTEM

3.

KIWI GREEN PROSATIN SPLASHBACK GLASS FIXED TO CEMINTEL RENDERLINE CEMENT SHEETING

4.

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED GLASS

5.

EXISTING T&G BUILDING

6405 1861

1880

1880

A A300

1

2

3

10 11 12

4

CUSTOM MADE FOLDED STEEL STAIRCASE

9.

PROPOSED FOOTPATH – SLATE TILES

10.

SHADOWCLAD TIMBER CLADDING

11.

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED GLASS

12.

EXISTING GASMART BUILDING

13.

CAPRAL 419 FLUSHLINE DOUBLE GLAZED ALUMINIUM FRAME -POWDER COATED BLACK

14.

SHADOWCLAD TIMBER CLADDING

15.

CLERESTORY 12600X5590MM – CAPRAL ALUMINIUM FRAMING – REFER TO SHOP DRAWINGS FOR SPECIFICATIONS

16.

PERFORATED TRIANGULAR ALUMINIUM SCREEN

Atrium Roof

Atrium Roof

37480

37480 2000

KIWI GREEN PROSATIN SPLASHBACK GLASS FIXED TO CEMINTEL RENDERLINE CEMENT SHEETING

8.

Level 3 Ceiling

Level 3 Ceiling

FG17

FG18

FG19

30490

FG13

FG14

FG15

FG16

FG11

FG10

EXISTING GASMART BUILDING

20.

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED GLASS

21.

PERFORATED TRIANGULAR ALUMINIUM SCREEN

22.

CUSTOM MADE FOLDED STEEL STAIRCASE

23.

DISABLED ACCESS RAMP

W4

W5

Level 2 Ceiling 30490

FG9

FG12

LEVEL 2 27500

EXISTING T&G BUILDING

31490

1000

LEVEL 3 W3

Level 2 Ceiling

6980

LEVEL 3 31490

35480

34480

18980

PERFORATED TRIANGULAR ALUMINIUM SCREEN

FG20

2990

WINCO LF550 FRAMELESS LOUVER WINDOW SYSTEM

18.

FG21

2990

FG22

34480

LEVEL 2

Level 1 Ceiling

Level 1 Ceiling

26500

FG4

27500

1000

35480

ROOF PLAN 1000

ROOF PLAN

17.

26500

FG5

EXISTING T&G BUILDING

FG8 FG3

FG6

EXISTING GASMART BUILDING FG7

LEVEL 1 23510

2990

24.

7645

AWNING

7.

19.

4850

LEVEL 1

Ground Ceiling

Ground Ceiling

22510

23510

1000

6.

1 2 3 4 5

BOUNDARY

1.

BOUNDARY

RYRIE RETAIL+

22510

6 7 8 9

W1

4010

FG2 W2

FG1

GROUND FLOOR

GROUND FLOOR

18500

18500

13 14

1

SOUTH ELEVATION 1 : 100

8900

BOUNDARY

BOUNDARY

18900 5150

4850 1957

1957

15 16 17 18 19

4

3

A A300

2

1

Atrium Roof

Atrium Roof 37480 2000

37480

Level 3 Ceiling

Level 3 Ceiling

W7

W9

W12

W13

Level 1 Ceiling

27500

W14

W15

22510

Ground Ceiling

23510

22510

GROUND FLOOR 18500

40

NORTH ELEVATION 1 : 100

4010

20 21 22 23 24

2

2990

LEVEL 1 Ground Ceiling

1000

LEVEL 1

2990

26500 1994

Level 1 Ceiling

1000

LEVEL 2

26500

GROUND FLOOR 18500

EXISTING T&G BUILDING 18980

W11

9970

W10

LEVEL 2

23510

31490

30490 1994

EXISTING GASMART BUILDING

Level 2 Ceiling

1994

W8

1000

LEVEL 3 Level 2 Ceiling 30490

27500

2990

W6

LEVEL 3 31490

35480

34480 1994

34480

1994

35480

ROOF PLAN 1000

ROOF PLAN


1515

8735

7390

2060

BOUNDARY

BOUNDARY

3000

1 2 3 4

B

C

A301

B

A

Atrium Roof

2000

37480

EXISTING T&G BUILDING

3.

PRECAST CONCRETE SANDWICH PANEL 50MM CONCRETE, 50MM THERMOMASS RIGID INSULATION & 200MM CONCRETE. TO ACHIEVE R-VALUE OF 1.8

4.

SHADOWCLAD TIMBER CLADDING

5.

SHADOWCLAD TIMBER CLADDING

6.

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED

7.

AWNING

8.

CAPRAL 419 FLUSHLINE DOUBLE GLAZED ALUMINIUM FRAME -POWDER COATED BLACK

9.

PRECAST CONCRETE SANDWICH PANEL 50MM CONCRETE, 50MM THERMOMASS RIGID INSULATION & 200MM CONCRETE. TO ACHIEVE R-VALUE OF 1.8

10.

PROPOSED FOOTPATH – SLATE TILES

11.

CLERESTORY 12600X5590MM – CAPRAL ALUMINIUM FRAMING – REFER TO SHOP DRAWINGS FOR SPECIFICATIONS

12.

PRECAST CONCRETE SANDWICH PANEL 50MM CONCRETE, 50MM THERMOMASS RIGID INSULATION & 200MM CONCRETE. TO ACHIEVE R-VALUE OF 1.8

13.

PERFORATED TRIANGULAR ALUMINIUM SCREEN

ROOF PLAN

Level 3 Ceiling

Level 3 Ceiling

35480

34480 2990

34480

1000

ROOF PLAN

14. 15. 16.

LEVEL 3 Level 2 Ceiling

Level 2 Ceiling

31490

30490

SHADOWCLAD TIMBER CLADDING PROPOSED FOOTPATH – SLATE TILES CAPRAL 419 FLUSHLINE DOUBLE GLAZED ALUMINIUM FRAME -POWDER COATED BLACK

17.

SHADOWCLAD TIMBER CLADDING

18.

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED

19.

AWNING

27500

LEVEL 2 Level 1 Ceiling

Level 1 Ceiling

27500

26500 2990

26500

1000

LEVEL 2

18980

2990

30490

1000

LEVEL 3 31490

CLERESTORY 12600X5590MM – CAPRAL ALUMINIUM FRAMING – REFER TO SHOP DRAWINGS FOR SPECIFICATIONS

2.

Atrium Roof

37480

35480

1.

LEVEL 1 Ground Ceiling

Ground Ceiling

22510

1000

LEVEL 1 23510

23510

22510

4010

5 6 7 8 9 10

GROUND FLOOR

GROUND FLOOR

18500

1

18500

EAST ELEVATION 1 : 100 2060

7390

8735

11 12

A

13 14

B

B A301

C

Atrium Roof

Atrium Roof 37480 2000

37480

35480

ROOF PLAN

Level 3 Ceiling

Level 3 Ceiling

35480

34480 2990

34480

1000

ROOF PLAN

LEVEL 3

Level 2 Ceiling

Level 2 Ceiling

31490

30490

LEVEL 2

Level 1 Ceiling

Level 1 Ceiling

27500

26500 2990

26500

1000

LEVEL 2 27500

18980

2990

30490

1000

LEVEL 3 31490

LEVEL 1

Ground Ceiling

Ground Ceiling

22510

23510

22510

GROUND FLOOR

4010

19 18 17 16 15

GROUND FLOOR

18500

18500 Lower Ground Floor

Lower Ground Floor

18000 WEST ELEVATION

18000

1 : 100

1600

2725

1900

BC3

340 420 ALASKA CHARCOAL 600X300/03262

580

245

BC4

800

BC5

420 340

Polished Concrete Floor Slab

BC8

BC8

BC7

Otis elevator stainless steel finish

BC1

1350

1350 1000

BC7

Laminex Laminate Ash White BOOK SHELVES FINISHED WITH LAMINEX LAMINATE LICORICE LINEA

2035

GROUT WITH 1:50 FALL

1200 BC1

1 : 50

800 Precast Concrete

370

BC4 800

BC5

120mm CHH TIMBER SHADOWCLAD NATURAL WITH TEXTURE GROOVE FINISH

WATER MOISTURE BARRIER

1

1200mm x 12MM CHH TIMBER SHADOWCLAD NATURAL WITH TEXTURE GROOVE FINISH

BC5

BC2

2100

MEN'S BATHROOM INTERIOR

1865

BC6

BC4

DESK 1430

600 222

BC2

335

LIANO SEMI RECESSED VANITY BASIN - 420X470MM LAMINEX LAMINATE ASH WHITE 100MM KICKER WITH STAINLESS STEEL WRAP FINISH

900

LAMINEX LAMINATE LICORICELINEA

BC1

914 900

100 700 100

VIRIDIAN DECORMIRROR CAROMA G-SERIES E HANDS-FREE BASIN TAP

1100

BC3

BC3

900

BC2

NERO 130X800 CERFL2010

90

BC6 1115

BC6

2200

1010

1825

815

450

2

1000

LEVEL 1 23510

2

700

1800 DESK

715

900

160 550 80

BC7

BC8

GROUND BOOKSTORE INTERIOR 1 : 50

Ryrie Retail+ 2014

41


A

1 : 50

3 4 5 6

5 A400

7 8 9 10 11 12

13 14 15 16 17 18 19

RYRIE STREET

SECTION A - A

3000

FG21

FG19

FG16

FG10

FG8

1 2

3095

C

2 A401

12 m²

SHIPPING CONTAINER WALKWAY

13 m²

SHIPPING CONTAINER WALKWAY

13 m²

SHIPPING CONTAINER WALKWAY

G4

G5

8735

B A301

G6

12600

17905

CLERESTORY

G7

B

163 m²

PUBLIC SPACE

98 m²

ATRIUM

97 m²

ATRIUM

97 m²

ATRIUM

7390 2205

A

5 A401

21 20

ROCK O'CASHEL LANE

2.

1.

460X200MM UNIVERSAL BEAMS

WINCO LF550 FRAMELESS LOUVER WINDOW SYSTEM

CLERESTORY 12600X5590MM – CAPRAL ALUMINIUM FRAMING – REFER TO SHOP DRAWINGS FOR SPECIFICATIONS

8.

HANDRAIL WITH GRADE “A” SAFETY GLASS HELD WITH GLASS CLAMPS

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED GLASS

KIWI GREEN PROSATIN SPLASHBACK GLASS FIXED TO CEMINTEL RENDERLINE CEMENT SHEETING

LYSAGHT KLIP-LOK 700 HI-STRENGTH @ MIN 1 DEGREE

LYSAGHT 152MM ZED PURLIN

3.

4.

9.

5.

10.

AWNING

CUSTOM MADE FOLDED STEEL STAIRCASE

35MM TOP HAT

11.

13MM PLASTERBOARD FIXED TO RHS

450X450MM LOADBEARING RECTANGULAR COLUMN

12.

6.

13.

7.

14.

150MM SAND BED

KIWI GREEN PROSATIN SPLASHBACK GLASS FIXED TO CEMINTEL RENDERLINE CEMENT SHEETING

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED GLASS

37480

Atrium Roof

15.

600MM WIDE EDGE BEAM

16.

PROPOSED FOOTPATH – SLATE TILES

VAPOUR BARRIER

17.

18.

PERFORATED TRIANGULAR ALUMINIUM SCREEN

DISABLED ACCESS RAMP

19.

21.

20.

35480

ROOF PLAN

34480

Level 3 Ceiling

LEVEL 3

31490

30490

Level 2 Ceiling

27500

LEVEL 2

26500

Level 1 Ceiling

23510

LEVEL 1

22510

Ground Ceiling

18000

18500

GROUND FLOOR Lower Ground Floor N.G.L

A300- Section A-A RYRIE RETAIL+ 153-159 RYRIE ST, GEELONG 3220 VIC

OFFICE CONTACT (03) 8317 3464 contact@groupfour.com.au 12.15, 401 Docklands Drive Docklands, 3008, VIC

1401

C.O.G.G.

Date

URGENT CONTACT Gemma Hurley 0433 011 555 Yasemin Orhan 0433 011 576 Steven Nikolovski 0433 011 568 Nathan Peucker 0433 011 545

REVISIONS No. Description

Client:

16/16/2013

Yasemin Orhan

Project number

Date

Drawn by

RYRIE RETAIL+

A300

Section A-A

42

2000 1000 2990 1000 3990 2990 1000 4010

2014

08 The Gordon Tafe

Geelong, Victoria Student Project - Commercial

RYRIE RETAIL+

18980


B

2000 1000 2990 1000 2990 1000 2990 1000 4010

18980

N.G.L

1 : 50

7 8 9

3

10

A401

11 12 13 14 15 16 17

24

23

22

21

20

19

18

NEIGHBOURING BUILDING

1 A401

SECTION B - B

355

1

3 4 5 6

4850 6040

2

1

7645

19195

5590

A A300

3

1255

3

6910

5150

FEMALE CLOTHING STORE

2

CLERESTORY

MALE CLOTHING STORE

93 m²

MENS CLOTHING STORE

95 m²

FEMALE CLOTHING STORE

24 m²

CAFE BOH

91 m²

33 m²

CAFE

LEVEL 1 BOOKSTORE

163 m²

74 m²

73 m²

A400

77 m²

3

PUBLIC SPACE

LEVEL 1 BOOKSTORE

48 m²

GROUND BOOKSTORE

25 26 27 28

300

4

NEIGHBOURING BUILDING

Atrium Roof

37480

35480

ROOF PLAN

Level 3 Ceiling

3.

2.

1.

460X200MM UNIVERSAL BEAMS

WINCO LF550 FRAMELESS LOUVER WINDOW SYSTEM

CLERESTORY 12600X5590MM – CAPRAL ALUMINIUM FRAMING – REFER TO SHOP DRAWINGS FOR SPECIFICATIONS

LYSAGHT 152MM ZED PURLIN

LYSAGHT KLIP-LOK 700 HI-STRENGTH @ MIN 1 DEGREE

4. 450X450MM LOADBEARING RECTANGULAR COLUMN

RONDO KEY-LOCK CONCEALED CEILING SYSTEM

5.

7.

PARAPET CAPPING WITH PARAPET AND FLASHING

TARGETTI – ROUND CEILING-MOUNTED FLUORESCENT LIGHT FIXTURE – REFER TO MANUFACTURER DOCUMENTATION FOR SPECIFICATIONS

8.

30MM PERMEABLE MESH/FOAM

SHADOW CLAD TIMBER CLADDING NEIGHBOURING BUILDING

6.

9. BOARD

GYPROCK EC08 COMPLETE PLASTERBOARD FIXED TO RONDO FURRING CHANNELS SPACED AT 600MM MAXIMUM

10. ABOVE

12.

HANDRAIL WITH GRADE “A” SAFETY HELD WITH GLASS CLAMPS

300MM THERMOMASS INSULATED CONCRETE SANDWICH PANEL

11.

13.

CONCRETE SLAB AND JOIST CONSTRUCTION FOR ALL UPPER LEVELS

14. GLASS

15.

STOREY

19.

18. AND

17.

300MM UPSTAND

150MM GROUND FLOOR SLAB – POLISHED CONCRETE FLOOR FINISH

EXISTING ABUTTING BUILDING WALL SUBSTRUCTURE – DRAWN INDICATIVE ONLY TO BE CONFIRMED ON SITE

150MM UPPER FLOOR SLAB – POLISHED CONCRETE FLOOR FINISH

16. SHADOW CLAD INTERNAL WALL CLADDING

20.

600MM WIDE EDGE BEAM

VAPOUR BARRIER

34480

LEVEL 3

21.

AGRICULTURE DRAIN

28.

27.

26.

600MM WIDE INTERNAL BEAM

15OMM SAND BED

AGRICULTURE DRAIN

25. CUSTOM MADE FOLDED STEEL STAIRCASE

24.

300MM WIDE PILE

22.

18000

23.

31490

30490

Level 2 Ceiling

27500

LEVEL 2

26500

Level 1 Ceiling

23510

LEVEL 1

22510

Ground Ceiling

GROUND FLOOR

18500 Lower Ground Floor

A301- Section B-B RYRIE RETAIL+ 153-159 RYRIE ST, GEELONG 3220 VIC

OFFICE CONTACT (03) 8317 3464 contact@groupfour.com.au 12.15, 401 Docklands Drive Docklands, 3008, VIC

1401

C.O.G.G.

Date

URGENT CONTACT Gemma Hurley 0433 011 555 Yasemin Orhan 0433 011 576 Steven Nikolovski 0433 011 568 Nathan Peucker 0433 011 545

REVISIONS No. Description

Client:

16/16/2013

Yasemin Orhan

Project number

Date

Drawn by

RYRIE RETAIL+

A301

Section B-B

43

Ryrie Retail+ 2014


Student Project - Commercial

Geelong, Victoria

08 The Gordon Tafe

2014

RYRIE RETAIL+

GROUT DOWEL BAR

1

300MM THERMOMASS INSULATED CONCRETE SANDWICH PANEL 30MM PERMEABLE MESH/FOAM LEVELING SHIMS SILICONE SEALANT 300MM UPSTAND

CAPRAL ALUMINIUM FRAMING - REFER TO SHOP DRAWINGS FOR SPECIFICATIONS WINCO LF550 FRAMELESS LOUVRE WINDOW SYSTEM STEEL STUD WALL FLASHING LYSAGHT KLIP-LOK 700 HI-STRENGTH @ MIN 1 DEGREE LYSAGHT 152 ZED PURLIN

GROUND FLOOR 150

18500

ROOF PLAN

150

35480

Lower Ground Floor 18000 VAPOUR BARRIER 150MM SAND BED EDGE BEAM PILE

BOX GUTTER &HANGER

EXISTING ABUTTING BUILDING WALL AND SUBSTRUCTURE -DRAWN INDICATIVE ONLY TO BE CONFIRMED ON SITE

UB460 RONDO KEY-LOCK CONCEALED CEILING SYSTEM GYPROCK EC08 COMPLETE PLASTERBOARD

Level 3 Ceiling 34480

2

CLERESTORY DETAIL 1 : 10 STEM

300 330

600

C.O

Client: 300

1

375

100

EDGE BEAM DETAIL

Project number

1 : 10 Date Drawn by

16/16/ YO, GH

525

1

PARAPET FLASHING PARAPET BOARD SHADOW CLAD TIMBER CLADDING CONNECTED TO TOP HATS 300MM THERMOMASS INSULATED CONCRETE SANDWICH PANEL 275mm X 1325mm PRECAST PANEL

30MM PERMEABLE MESH/FOAM

ROOF PLAN

EXISTING ABUTTING BUILDING WALL AND SUBSTRUCTURE -DRAWN INDICATIVE ONLY TO BE CONFIRMED ON SITE

35480

500

10mm PLASTERBOARD PLYWOOD CEILING PANELS 1500mm X 2250mm NATURAL BB FINISHED IN AUSTRAL REDICLEAR - AUSTRAL

APRON FLASHING 90mm STEEL STUD WALL

1875

LYSAGHT KLIP-LOK 700 HI-STRENGTH @ MIN 1 DEGREE ZED PURLIN RONDO KEY-LOCK CONCEALED CEILING SYSTEM GYPROCK EC08 COMPLETE PLASTERBOARD

STEEL ANGLES

44 106

CAPRAL 419 FLUSHLINE DOUBLE GLAZED ALUMINIUM FRAME - POWDER COATED BLACK 24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED

180 70

STEEL PLATES 350mm X 100m STEEL PFC THE SPLASHBACK COMPANY 'KIWI GREEN' PROSATIN SPLASHBACK GLASS

BOUNDARY

8MM BLACK SEALANT JOINT 90mm STEEL STUD WALL

34480

CEMINTEL RENDALINE CEMENT SHEETING

600

Level 3 Ceiling

CAPRAL 419 FLUSHLINE DOUBLE GLAZED ALUMINIUM FRAME - POWDER COATED BLACK 12MM CHH TIMBER SHADOWCLAD NATURAL WITHTEXTURE GROOVE FINISH

CAPRAL 419 FLUSHLINE DOUBLE GLAZED ALUMINIUM FRAME - POWDER COATED BLACK

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED

3

PARAPET DETAIL 1 : 10

3 300

GROUT DOWEL BAR

325

150

1

300MM THERMOMASS INSULATED CONCRETE SANDWICH PANEL 30MM PERMEABLE MESH/FOAM LEVELING SHIMS SILICONE SEALANT 300MM UPSTAND

CAPRAL ALUMINIUM FRAM

4

TRIANGLE AND TIMBER FACADE JUNCTION 1 : 10

RYRIE RETAIL Det

A4 GROUND FLOOR

150

150

18500

Lower Ground Floor 18000 VAPOUR BARRIER 150MM SAND BED EDGE BEAM PILE EXISTING ABUTTING BUILDING WALL AND SUBSTRUCTURE -DRAWN INDICATIVE ONLY TO BE CONFIRMED ON SITE

300 330

1

EDGE BEAM DETAIL 1 : 10

44

600


250MM PRECAST CONCRETE PANEL* THE SPLASHBACK COMPANY 'KIWI GREEN' PROSATIN SPLASHBACK GLASS

250

30

50

1 350

CEMINTEL RENDALINE CEMENT SHEETING

50

50

200

50

ANCHORED BOLT *

50

30

30MM ELMICH VERSICELL

35MM TOP HAT

12MM CHH TIMBER SHADOWCLAD NATURAL WITH TEXTURE GROOVE FINISH

0.2 MM VAPOUR BARRIER

2.5MM STEEL PLATE *

0째 11

PRECAST CONCRETE SANDWICH PANEL 50MM CONCRETE, 50MM THERMOMASS RIGID INSULATION & 200MM CONCRETE. TO ACHIEVE RVALUE OF 1.8 *

35MM TOP HAT

CEMINTEL RENDALINE CEMENT SHEETING

CAPRAL 419 FLUSHLINE DOUBLE GLAZED ALUMINIUM FRAME - POWDER COATED BLACK 12mm CHH TIMBER SHADOWCLAD NATURAL WITH TEXTURE GROOVE FINISH

THE SPLASHBACK COMPANY 'KIWI GREEN' PROSATIN SPLASHBACK GLASS

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED

8MM BLACK SEALANT JOINT

35MM TOP HAT ANCHORED BOLT *

10MM STEEL PLATE *

150x150x10 STEEL EQUAL ANGLE, TRIMMED TO EXTENT OF BOUNDARY *

8MM BLACK SEALANT JOINT CAPRAL 419 FLUSHLINE DOUBLE GLAZED ALUMINIUM FRAME POWDER COATED BLACK

SARKING

150

24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED

60

35MM TOP HAT

139

CEMINTEL RENDALINE CEMENT SHEETING

2

THE SPLASHBACK COMPANY 'PANTHER BLACK' PROSATIN SPLASHBACK GLASS

TRIANGULAR FACADE TO CONCRETE PANEL DETAIL 1 : 10

8MM BLACK SEALANT JOINT

WELDED JOINT *

THE SPLASHBACK COMPANY 'KIWI GREEN' PROSATIN SPLASHBACK GLASS

180

PLASTIC SHIMS

340

70

319

8MM WEATHER PROOF SEALANT - BLACK

180

THE SPLASHBACK COMPANY 'PANTHER BLACK' PROSATIN SPLASHBACK GLASS

PERFORATED TRIANGULAR METAL SCREEN

PLASTIC SHIMS

2.5MM STEEL PLATE*

HANDRAIL WITH GRADE "A" SAFTEY GLASS HELD WITH GLASS CLAMPS

70

70

NON-STANDARD 330x175x12.5 STEEL RHS *

STEEL CONNECTION PLATE

WELDED JOINT *

BOUNDARY

COLLAPSIBLE WALL TRACK 460X200MM UB 150MM UPPER FLOOR SLAB

80

310

CONCRETE SLAB AND JOIST CONSTRUCTION

40

RONDO KEY-LOCK CONCEALED CEILING SYSTEM

350

GYPROCK ECO8 COMPLETE PLASTERBOARD

LEVEL 3 31490

SOUTH WEST CORNER FACADE DETAIL

1

1:5

300MM THEMOMASS INSULATED CONCRETE SANDWICH PANEL

Level 2 Ceiling

SHADOWCLAD TIMBER CLADDING

30490

TOP HAT ANGLE BRACKET PERFORATED TRIANGULAR ALUMINIUM SCREEN

3

FOLIAGE

UPPER FLOOR SLAB DETAIL 1 : 10

150MM GREEN WALL STRUCTURE 150MM PRECAST PANEL

C 3

LYSAGHT 152 ZED PURLIN LYSAGHT KLIP-LOK 700 HI-STRENGTH @ MIN 1 DEGREE

4

GREEN WALL & PERFORATED SCREEN DETAIL

ENVIROSEAL ROOF SARKING 460X200MM UB RONDO KEY-LOCK CONCEALED CEILING SYSTEM

1 : 10

FLASHING

ROOF PLAN 35480 KIWI GREEN PROSATIN SPLASHBACK GLASS CEMINTEL RENDALINE CEMENT SHEETING STEEL PLATE TUBLINE RHS 35MM TOP HAT 24MM VIRIDIAN PERFORMATECH E CLEAR #2 DOUBLE GLAZED GLASS GYPROCK EC08 COMPLETE PLASTERBOARD

Level 3 Ceiling 34480

5

FRONT FACADE DETAIL 1 : 10

Ryrie Retail+ 2014

45


Competition Entry - Residential

Sydney, New South Wales

GJP Architects

2014

HOME09 OF TOMORROW

After completing my study, one of the course facilitators, Greg Jones regarding a competition his company, GJP Architects was entering. Greg has a traditional skill-set when it comes to Architectural presentation and wanted to provide an entry that was on par with many presentations today. All of the presentation works were created in less than a week, based on the hand drawings he had provided. In addition to his actual design, I wanted to create an emotional connection with the viewer by showing the home used in a

46

family context. All plan drawings were digitally cleaned and coloured in Photoshop, emulating use of copic markers to tie it in with Greg Jones’ style.


Software Used

Autodesk Revit

Autodesk 360 Cloud Rendering

Adobe Photoshop

Adobe Illustrator

Home of Tomorrow 2014

47


Competition Entry - Residential

Sydney, New South Wales

09 GJP Architects

2014

HOME OF TOMORROW

48


Home of Tomorrow 2014

49


THANKS FOR YOUR TIME My folio aims to showcase my capabilities at a relatively juvenile point of my career. I am quite happy with the quality and types of work I have been able to produce with no professional experience. I am however, extremely eager to develop myself and my skills within a real world context, through an Architectural firm that can provide a

challenging environment. If you saw something you like, please contact me so you can discover first-hand my full potential. Thank you for your consideration, Nathan Peucker

Nathan Peucker nathan.peucker@gmail.com Email for contact number

50



HAVE AN EXCELLENT DAY!

52


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