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
02
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
03
Student Project - Miscellaneous
Bells Beach, Victoria
The Gordon Tafe
2010
01 THE POIKA POD
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04
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
06
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
08
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
3
Light Passage
5
Ventilation
5
Compliance Checklist
6
Site Analyses
7
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
10
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Scale 1:100
Roof Pitch 30°
Stacked sliding doors to provide flow between inside and outside entertainment
8
East Elevation
Scale 1:100
Second row are wind-open awning windows to allow ventilation
6
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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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
3.7m x 3m
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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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.
18
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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1:200
4
6
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
DISCOVER YOUR HORIZON
THE
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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1:100
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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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5
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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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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 Jonesâ&#x20AC;&#x2122; 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