Anton Aliashkevich Architecture Portfolio November 2020 by Anton Aliashkevich

Architecture Portfolio Anton Aliashkevich Selected Works PORTFOLIO - ANTON ALIASHKEVICH

TABLE OF CONTENTS 1. 002 Architecture of Interaction: Re-Thinking Moscowâ&#x20AC;&#x2122;s Apartments Master of Architecture (Professional) Public Infrastructure & Urban Housing 2. 024 Royal Oak Shopping Centre 4th Year Design Light Rail Network Hub and Mixed Use Zoning 3. 032 Royal Oak Apartments Construction 4th Year Construction Residential 4. 044 Humming Hataitai 4th Year Design Community Hub 5. 050 Sound Distillation 4th Year Design House and Home 6. 058 New Zealand Earthquake Museum 3rd Year Design and Construction Public Museum 7. 064 New Zealand School of Music 3rd Year Design and Construction School of Music 8. 070 Process of Design Modelling and Sketching

12 3 456 78

PORTFOLIO - ANTON ALIASHKEVICH

001

Architecture of Interaction: Re-Thinking Moscow’s Apartments

Supervisor: Shenuka De Sylva

During the social transformation in the 1950’s through to the late 1980’s, thousands of Khrushchyovkas* were built in Moscow to cater for the social housing demand after the war. After nearly 70 years of occupation these housing developments and homes have become outdated, overrun and irreparable. The current government strategy is to forcibly relocate families from Khrushchyovkas to apartments of ‘equal size’ on the outskirts of Moscow. Even in the newer developments high-density living is seen as temporary and confined to specific life stages. This view is informed by the lack of social space and increase of narrow and dark spaces which are seen to compromise health and safety and is the result of ridged and stringent planning. This thesis proposes to incorporate the principles of social interaction such as passive contact and low intensity interaction opportunities; which is merely the ability to meet, see and hear and thereby to improve living conditions and bring back a sense community to high-density urban housing in Moscow. It argues that a new planning and design framework for high-density housing through low intensity social contact can promote greater social engagement, which can contribute to people’s well-being and happiness. The development of an urban and architectural framework for greater social interaction will look at creating opportunities for the interaction of people in public and semi-public space. This will provide a method for understanding how social contact can be combined with the provision of private and public space, while looking to promote safety, comfort and healthier living environments. It also recognises the importance of the public and semi-private spaces being governed by the residents and not private entities or individuals. This research focuses on the relationship between the built environment and social interaction within urban, neighbourhood, block and apartment scales. Exploration includes the interaction design approach, the role of connecting residents in supporting the community though culture, lighting, access and privacy, and how design of the built environment can strengthen sense of community. In classical multi-storey buildings it’s often a challenge to any sense of community that you only meet your neighbours in the lift or lobby. The aim is look at ways in how we design residential apartment blocks. This means the consideration of the design from the inside out, moving outwards in scales starting from the interior and working out to urban scale with the social qualities driving the design. This thesis will explore interaction potential at four different design levels and broken down into scales of interior, block, neighbourhood and urban. The breakdown in scales will allow working from the inside out, and from the scale of the people, allowing the small scale to reflect the larger scales in the design process. The entirety of the thesis investigation can be found at:

tinyurl.com/yxb9lo5z

Khrushchyovka [Хрущёвка] - Housing built in the 1950s-1960s and named after Nikita Khrushchev (First Secretary of the Central Committee of the Communist Party of the Soviet Union) 1953-1964.

Fig 1.01 - 1960s Khrushchyovka sketches

Sheremetyevo (INT) Vnukovo Airport (NAT & INT) 261 Metro stations around Moscow The 16 individual Metro lines are the best mode of transport for Muscovites to get into the city and to work.

2.5

Kilometers

0 Meters

Fig 1.02 - 1-515 Khrushchyovka entry and edge, Moscow metro & travel map, Kuzminki site analysis PORTFOLIO - ANTON ALIASHKEVICH

250

5 1:250,000

500 1:25,000

003

Interior

Apartment

(Private)

Interior (S) - Private: Interior scale focuses on private life in the apartment and ways of adaptable design, privatisation and modularity in turn which would affect the social interaction at larger scales of the project. The scale was limited to conjoined apartments, balcony and shared spaces outside the dwelling. To identify experience of living in Khrushchyovka and Microrayon, a questionnaire was developed aimed at adults and students from a range of backgrounds, but limited to ones who currently occupy one of the Khrushchyovka and newer series apartments. It was also limited to of how people experience the place; are the spaces favourable for social interaction; how the management of small floor space happen; what changes might they make. The information gathered determines experiences and knowledge of the place from different perspectives, which would aid in the developing a key framework for programme requirements and generation of design decisions.

One meeting point of interaction

Through the questionnaire results, it was discovered that many survey participants have been living in the apartments for several decades. Many of Khrushchyovka and new apartments were either passed down from family generations or given by government for free after demolition of old houses for land redevelopment. The information gathered, informed programme and design requirement such as: Interior: - Adaptable house layout - Climate control - Storage room Urban: - Public park proximity

Block: - Mutual surveillance - Maintenance of shared space - Natural lighting - Accessibility - Car parking

The questionnaire can be found on pages 29-40:

Neighbourhood: - Pedestrian intensification - Maintenance of vegetation, shared space and facilities - Automobile reduction

tinyurl.com/yxb9lo5z

Initial stages of design began with small iterative blocks where dwelling planning was analysed and critiqued on how favourable the social interaction spaces it formed or weakened. A key principle in this design stage was developing mutual surveillance between apartments, where residents keep an eye out on each other inside and outside the block.

Leading to a common space

Leads away from social encounters

The development concluded at a series of interconnected units where the apartments offer a sense of identity and community to the residents. The variation ranges from 1, 2 or 3 room apartment, materials and differential balcony spaces that bring individuality to each apartment and support social interaction outside. Since whole apartments windows face the outdoor, privacy is not an issue, but through shared balconies, privacy and interior conditions are managed through the arrangement of windows and shading louvres hidden behind the recessed ceiling.

Lesser chance of contact

Each floor hosts two to four apartments, depending on the location of the communal area which takes up two units. Each block can host up to 28 spacious apartment spaced on the current footprint of a Khrushchyovka.

Least chance of contact Too many options

Microrayon [Микрорайон] - Micro district a large-scale residential complex which was the primary structural element of the residential area construction in the Soviet Union and in some post-Soviet states.

Fig 1.03 - Leading residents to interaction

Lobby

Stage One

Shared Balcony

(Semi Private)

Lobby / Hallway (Semi Private)

Lobby

(Semi Private) Stage Two

Apartment (Private)

Stage Three

Balcony

Apartment

(Private and/or Semi Private)

(Private)

Hallway

(Semi Private)

Balcony

Shared Balcony

(Private)

(Semi Private)

Lobby

(Semi Private)

Hallway

(Semi Private)

Balcony

(Private)

Lobby

(Semi Private)

Lobby

(Semi Private)

Balcony (Private)

Apartment (Private)

Apartment

(Private)

Hallway / Lobby

(Private)

(Semi Private)

Balcony (Private)

Balcony

Entry

(Private)

(Semi Private)

Apartment (Private)

Shared Space (Semi Private)

Fig 1.04 - Dwelling interconnection testing though walkways and semi-public walkways and pause spaces PORTFOLIO - ANTON ALIASHKEVICH

005

1 6m

3 6m

6 6m

1 6m

9 6m

10 4m

11 6m

12 6m

2 6m

Bedroom

15 6m

16 4m

17 6m

18 6m

Bedroom

Living

14 6m

Shared Balcony (Semi Private)

Lobby

Bathroom

(Semi Private)

Communal Area (Semi Public)

Communal Courtyard (Semi Public)

Communal Area

Communal Courtyard

(Semi Public)

Communal Area (Semi Public)

(Semi Public)

Lobby

(Semi Private) 7m

Kitchen

Apartment (Private)

Shared Balcony (Semi Private)

Fig 1.05 - Living rooms and bedroom perspectives, Floor plan iterations, One apartment composition options, Three block floor plan

Balcony (Private)

Lobby (Semi Private)

Bathroom

Lobby (Semi Private)

Bathroom

Living

Services

Storage

Living

Kitchen

Services

Storage

Fig 1.06 - Island kitchen and corner kitchen perspectives, Interior planning arrangements PORTFOLIO - ANTON ALIASHKEVICH

Kitchen

007

Block

The Building

(Semi-Private)

Interior

Apartment

Block (M) - Semi Private: (Private)

Focuses on life within the building where the private balcony space can overlook and interact with other levels in the design scheme, supporting low intensity contact, territoriality and surveillance. The possibility for interior apartment and balcony modulation create different atmosphere and spaces for interaction - depending on the resident’s preferences, balconies will be designed up to their specifications but still maintain an interaction within the façade level. At most, balconies share 3 levels which allows for communication and interaction between these floors. Balconies on the 1st floor and around the communal areas are extended to the façade for structural and extension of floor space for the shared facilities. This favours for smaller communities of residents to engage within a certain and clearer defined space. The open able façade doors and windows allows for climate control during cold winters and hot summers but is also intended for allowing low and passive social contact. The residents can decide whether they want to hear children at play, or simply communication with their friend walking by the perimeter. Different variants of balconies provides different kinds of interaction: Single floor balcony creates for closer and intimate interaction due to peoples proximity. These balconies are placed around communal spaces in order to connect people and to serve as division for the building, creating smaller communities, and reducing noise and privacy issues. Two floor shared balcony, provides interaction between two neighbours. Not only are you a neighbour on one floor, but the floor above or below you. Three floor and final size of balcony arrangement connects many residents together at which it became challenging to provide social interaction at this scale. Due to the increased space, more noise and more privacy issues become apparent, therefore a three floor shared balcony is the largest in the design. Balconies are extended in different lengths. This allows for residents to look down between the façade and communicate with other residents on floors above or below them. The following images on pages 10 - 13 depict how social interaction may occur between the modular shared balcony iterations. The interactions vary from passive and low intensity contact, but with time, residents will get to catch up with one another more frequently than just passing by in the lobby or stairwell.

Fig 1.07 - Two and three floor balcony interactions modelling

Level 8 25m

Level 7 22m

Level 6 19m

Level 5 16m

Level 4 13m

Level 3 10m

Level 2 7m

Level 1 4m

Level 0 0m

Fig 1.08 - Short elevation with stripped facade, Corner balcony space, Balcony space points of contact PORTFOLIO - ANTON ALIASHKEVICH

009

Fig 1.09 - Corner apartment stackable modular assembly, First floor looking up three floors

Fig 1.10 - Three tier balcony interaction, Two and three tier balcony arrangements for interaction PORTFOLIO - ANTON ALIASHKEVICH

011

Fig 1.11 - Short block section with one to three floor balcony interaction, Residents activity on balcony space

Fig 1.12 - Residents activity, interaction and personalisation on balcony space PORTFOLIO - ANTON ALIASHKEVICH

013

Neighbourhood Spaces Between

(Semi-Public)

Interior

Apartment

(Private)

Neighbourhood (L) - Semi-public: Neighbourhood scale consist of life outside individual apartment blocks but limited to shared spaces and activities within the block. The spaces investigated were communal facilities, stairwell, lobbies and shared bridging between blocks. Communal areas serve as a basis for people to meet each resident. These areas can be adapted to social, commercial or educational facilities. This is followed on from questionnaires needs and wants from shared communal facilities. The development is flexible enough to accommodate a range of offices and stores and thus include social economic activities (which are often absent or poorly designed in many residential housing in Moscow) to improve the social relationship of its residents and bring in more visitors to the suburb. Communal areas take up two apartment floor spaces and split the building in order to create separate, smaller communities and create a central meeting platform. The lobby on each floor has three different options depending on the floor layout that define the threshold from public to private space. The addition of a setback, creates a space for residents desire to decorate and personalise their hallway. Shared space creates richness created by the inhabitants through their use and their personal decoration which allows for a shared space to be owned by the residents in the core of the apartment. The feature stairwell and courtyard provides passive contact and the ability to see and hear people outside the building. Differential sizes of setbacks, create pause space for the residents, to stop by and interact. As the landing overhang becomes smaller, it provides a chance to overlook at the bottom floors and the ability see and hear the other residents on lower floors. Bridging between apartments is provided at multiple levels depending on the length of the block, as well as courtyard and central meeting areas for gathering opportunities. Pause space between blocks provides residents with avoiding any uncertain interaction. It is important to have these intermediate spaces between to provide an undemanding social interaction. The importance of these spaces is that it connects three apartments blocks together through the bridging within. Residents donâ&#x20AC;&#x2122;t have to leave the apartment block to visit another neighbour in another block but instead meet in the middle, and in possibility meet another neighbour from the floor above. These common spaces are well lit with skylight incorporation, that passes down through to the courtyard creating a favourable space that would encourage interaction between residents. By providing the generosity of space, multiple uses and freedom of use for both outside and inside the apartment allowing residents to feel connected to their shared space. This creates the atmosphere of space shared as a whole, which provides relation to the surrounding neighbours.

Fig 1.13 - Early sketches of facade, setback and relationship to other blocks, Bridging options to provide relationship to multiple levels in plan

1.65m

1 8

2 18

Courtyard (Semi Public)

Courtyard

Stairwell

(Semi Public)

1 7

Courtyard (Semi Public)

6 5

2 4

Courtyard

Level 8 25m

(Semi Public)

Level 7 22m

Level 6 19m

Level 5 16m

Level 4 13m

Level 3 10m

Level 2 7m

Level 1 4m

Entry

(Semi Private)

Retail Amenities (Public)

Services

(Semi Private)

Fig 1.14 - Three plans for communal facilities, Elevation of 3 block apartment, Activities within the shared spaces PORTFOLIO - ANTON ALIASHKEVICH

015

Level 8 25m

Level 7 22m

Level 6 19m

Level 5 16m

Level 4 13m

Level 3 10m

Level 2 7m

Eyes on the street c1

Level 1 4m

Level 0 0m

Level -1 -4m

Level -2 -8m

Underground

(Darker, less favourable spaces for interaction)

Fig 1.15 - Stairwell eye on the street section, Vertical access development, View around lobbyâ&#x20AC;&#x2122;s space, Stairwell for interaction

AP2

AP4

AP1

AP3

AP4

AP3

1.5m

(Personalisation)

(Semi-Public)

(Void)

Communal Space

AP2

(Semi-Public)

AP1

AP2

(Private)

Fig 1.16 - Lobby development, Lobby inhabitation and personalisation, Shared lobby plans depicting territoriality PORTFOLIO - ANTON ALIASHKEVICH

AP1

1.5m

(Semi-Private)

017

Fig 1.17 - Shared spaces between blocks, Short section showing low intensity contact, Isometric section of collective block

14 7

418

15 8

17 10

18 11

18a

Mutual Surveillance though open lobby

Carpark Entry a

Lobby b

Services Access Commercial

Fig 1.18 - Long section of split levels of bridging enhancing interaction, Short section low intensity contact, Ground floor plan of a 3 block arrangement PORTFOLIO - ANTON ALIASHKEVICH

019

Urban

Neighbourhood

Community

Spaces Between

(Public)

Block

The Building

Urban (XL) - Public: (Semi-Public)

(Semi-Private)

The urban framework focuses on the block development as a whole through. Although the public planning was limited to the existing Khrushchyovka footprint which contributes its own challenges, but provided exceptional existing network of educational, commercial and community facilities, while retaining mature green space, amenities and a well thought out climate orientation. Interior

Apartment

(Private)

Connection to the surrounding Microrayons was a main driver for the urban plan and is achieved though pedestrian traffic and footpaths connecting the districts together. The split site allows for greater community control through territoriality where each neighbourhood is focused between two to four blocks. Proximity of green spaces between the apartment buildings provides foster areas for social activities, producing noise and a sense of interaction among urban residents. The minimization of car roads on site allows for the neighbourhood to be more pedestrian friendly with traffic access only from the perimeter of the site while the wider roads accessible for emergency and building services. The underground car parking plan is accessed only from one point of the building, reducing the amount of traffic going around the building and accessible only from main road.

Fig 1.19 - Existing site conditions, Early site urbanisation planning

Fig 1.20 - Urban planning - Before and after plan PORTFOLIO - ANTON ALIASHKEVICH

021

Fig 1.21 - Three block development elevation without facade, Day and night adaptation to facade, Main entrance in Winter

30 - 40m Public Realm Private

Private

Communal (Semi Private)

Public Space

Communal (Semi Private)

City at eye level

Fig 1.22 - Mutual surveillance to ground level, Spaces between blocks, Seeing and hearing public spaces PORTFOLIO - ANTON ALIASHKEVICH

023

Royal Oak Shopping Centre

Tutor: Chris McDonald

This projects proposes a new light rail network hub for Royal Oak in Auckland. Following the possible plans for the future light rail network, it was an opportunity to redevelop the suburban central hub to existing and future residents and visitors. The hub contains the main facade which is supported by four structural columns that faces the light rail network and provides zones for shelter and social interactions as the commuters linger. The repetition of the facade captures the industrial characteristics of the site but also provides passive environmental control within the space. To integrate the development into the community, the hub serves a rage of spaces such as; commercial facilities circulating the courtyard space, office spaces, residential accommodation and car parking supporting the structural grid. The public spaces located on the ground floor are connected through two green corridor walkways, aligned to face the volcanic view shafts across Auckland. Full project can be found at:

tinyurl.com/yynn4ez5

Residential Office Commercial

One Tree Hill

Royal Oak Three Kings Quarry

5M Offset

Three Kings

16 24 18

Height Adjustment

Seymour ParK

Sanitarium Healthcare

Shelter Sunlight Adjustment

Monte Cecilia Park

Hillsborough

Onehunga

Open Plan Ground Floor

Raurenga Ave

Oak St

Residential Floor Heights

Acorn St

Turama Rd

Void Courtyard

Erson Ave

Fig 2.01 - Royal Oak site green way connection, Early form steps development

Fig 2.02 - Light Rail Terminal PORTFOLIO - ANTON ALIASHKEVICH

025

Second Floor 8M

L2 8000

Roof 16000

Roof 18000

L2 6000

8000 L2

24000 L5

First Floor 4M

Fifth Floor 20M

L1 4000

Roof 16000

4 2 2

4000 L1

L5 15000

L1 3000

20000 L5

Ground Floor 0M Fourth Floor 16M

3 Roof 16000

4 2 2 6

8 7

L4 12000

16000 L4

Underground Car Park -4M Third Floor 12M

4 1

L3 12000

1. Public Car Park 2. Office 3. Public Park 4. Residential 5. Light Rail Terminal 6. Courtyard 7. Light Rail HQ 8. Commercial

12000 L3

Fig 2.03 - Isometric Plans

L3 9000

8 7

Fig 2.04 - Terminal walkway, East Elevation, North Perspective PORTFOLIO - ANTON ALIASHKEVICH

027

Fig 2.05 - Green walkway, Office protruding facade, North & South elevations, Office and Retail section

3000 3000 3000 3000 3000 3000 Fig 2.06 - Courtyard, Retail walkway, South elevation, Courtyard section PORTFOLIO - ANTON ALIASHKEVICH

029

Fig 2.07 - Residential park, Spaces between, Residential edge detail, Residential balcony relation to ground

1. Two Bedroom 2. Three Bedroom 3. Four Bedroom 4. Courtyard 5. Access Core 6. Office Space 7. Car Park

3 2 1

5 5 5

7 Fig 2.08 - Apartment plans, Longitudinal section PORTFOLIO - ANTON ALIASHKEVICH

031

Royal Oak Apartments Construction

Lecturer: Andrew Charleson

25MM CAVITY BATTEN H3.2

45MM DHS PURLINS @ 300MM CRS FRAMING. 1240MM HIGH, BOLTED TO I BEAM GREENSTUF R2.9 INSULATION 115MM NUWALL MONO200 CLADDING TITANIA FINISH FIXINGS AT 300MM CRS

140MM X 350MM METALCRAFT BOX GUTTER SERVICING RESIDENTIAL FACADE WALL FALL REGULATED BEHIND NUWALL WITHIN OPEN AIR SPACE NO FALLS LESS THAN 1:40 INTERMEDIATE GUTTER SUPPORTS AT 1200MM CENTERS SUPPORTING CLADDING AND GUTTER IN SHAPE

Fig 3.01 - Isometric section of residential construction and assembly

Fig 3.02 - Residential construction sectional perspective PORTFOLIO - ANTON ALIASHKEVICH

033

PRYDA CUSTOM ROOF TRUSS SUPPORT SYSTEM ≈ 20MM ISOLATEK® TYPE 300 FIREPROOFING ROOF TRUSS COATING

300MM X 250MM TO 100MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

3° 1283

FoFL 16000

1 04

RL +2700

1903

60/60/60 FR

04 --/60/60 FR

3°

BATHROOM

BEDROOM

3°

TFL 12000

2 04

60/60/60 FR

+2700

--/60/60 FR

NULOOK WEATHERTIGHT™ SLIDING & STACKER DOORS REFER DETAIL 3 PAGE 4 BA130 MECHFIX CHANNEL BALUSTRADE SYSTEM BALUSTER CLAUSE F4 REFER DETAIL 2 PAGE 4

3°

BEDROOM

3°

BATHROOM

SFL 8000

NUWALL MONO200 CLADDING TITANIA FINISH REFER DETAIL 2 PAGE 4

1022

BALUSTER WATER DRAINAGE HIDDEN ABOVE FACADE CEILING 1200

RL +2700

60/60/60 FR

--/60/60 FIRE RATED DOOR PACIFIC DOOR VP60A HINGED

1200

--/60/60 FR

3°

BEDROOM

3°

300MM X 250MM TO 100MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

BATHROOM

FFL 4000

DATA, ELECTRICAL, VENTILATION, SPRINKLER SYSTEM CAN RUN SEAMLESSLY ABOVE THE CEILING UNNOTICED

SERVICES

310

+2700

700

NULOOK SHOPFRONT 100MM JAMB, SILL, HEAD IN MATTE BLACK FINISH REFER DETAIL 2 PAGE 3

1950

60/60/60 FR

200MM TRAYDEC ULTRA SPAN 80 COURTYARD CONCRETE TOPPING WITH NO FALLS LESS THAN 1:40

COURTYARD

RETAIL LEASE

STORAGE

GFL

650

3115

-885

600MM X 600MM REINFORCED CONCRETE COLUMNS. REFER STRUCTURAL ENGINEERS DRAWINGS

CAR PARK 300 250

100

UGL -4000

6 D1 Section 1:50 Residential Cross Section A-1

Fig 3.03 - Residential cross section A-1

D1 1:5

Notes:

DESIGN STATEMENT

KEY SPRINKLER PLUMBING VENTILATION EXHAUST

VENTILATION INTAKE

200/300MM METALCRAFT BOX GUTTER .9MM EUROLINE BATTENLOK VM EXTENDED LAP BETWEEN ROOF AND ZINC ANTHRA FINISH CONCRETE WALL. WATER DRAINAGE E2/AS1 MINIMUM PITCH WITHIN SERVICE CORE PURLINS AT 900MM CRS .9MM EUROLINE BATTENLOK VM 200/300MM METALCRAFT BOX GUTTER NO FALLS LESS THAN 1:40 EXTENDED LAP BETWEEN ROOF AND ZINC ANTHRA FINISH CONCRETE WALL. WATER DRAINAGE E2/AS1 MINIMUM PITCH WITHIN SERVICE CORE PURLINS AT 900MM CRS NO FALLS LESS THAN 1:40

YDA CUSTOM ROOF TRUSS SUPPORT SYSTEM 0MM ISOLATEK® TYPE 300 REPROOFING ROOF TRUSS COATING

CABLE TRAY DATA TRAY

3° 5 159

FoFL

3°

16000

RL +2700

900

60/60/60 FR

3350

0 215 0 120

2MM TARKETT ETRUSCO LINOLEUM FLOORING (APPLIED IN ALL BATHROOMS)

3 3

12000

67°

+2700 RL

BEDROOM ENSUITE

BATHROOM

SFL

BEDROOM

--/30/30 FR

BATHROOM

FFL

ENSUITE

4000

BATHROOM

FFL

ENSUITE

1:1000

I E

WEST RESIDENTIAL 3 2 1 ELEVATION 7

1:1000

SECTION A-1 SCALE

1:1000 SECTION A-1 SCALE

1:1000

700

PRECAST CONCRETE STAIRCASE IN COMPLIANCE WITH NZBC D1

1800

1950

60/60/60 FR

GYMNASIUM

NULOOK SHOPFRONT 100MM JAMB, SILL, HEAD IN MATTE BLACK FINISH REFER DETAIL 2,3 PAGE 3 NULOOK SHOPFRONT 100MM 400MM X 400MM WIDE FLANGE STEEL JAMB, SILL, HEAD IN MATTE BLACK FINISH COLUMNS. REFER STRUCTURAL REFER DETAIL 2,3 PAGE 3 REV ENGINEERS DRAWINGS STATUS: 400MM X 400MM WIDE FLANGE STEEL COLUMNS. REFER STRUCTURAL ENGINEERS DRAWINGS

1950

200MM REINFORCED CONCRETE PRECAST CONCRETE STAIRCASE SERVICE WALL WITH POLISHED IN COMPLIANCE WITH NZBC D1 FINISH OF BOTH SIDES REFER STRUCTURAL ENGINEERS 200MM REINFORCED CONCRETE DRAWINGS SERVICE WALL WITH POLISHED FINISH OF BOTH SIDES REFER STRUCTURAL ENGINEERS DRAWINGS

1000

0 STORAGE

700

GFL

650

1000

600 1800

650

DATE

Preliminary

A nt on A l i as hk e vi c h

12 Monteith Grove Brooklyn, 6021 021 1112 988 www.antonaliashkevich.com

HANDRAIL IN ACCORDANCE WITH NZBC D1

DESCRIPTION

STATUS:

DESCRIPTION

Preliminary REV

600

GYMNASIUM

GFL

-885

HANDRAIL IN ACCORDANCE WITH NZBC D1

A nt on A l i as hk e vi c h 12 Monteith Grove Brooklyn, 6021 021 1112 988 www.antonaliashkevich.com

3115

CLIENT:

Auckland CLIENT: Transport

3115

300MM CONCRETE SLAB POLISHED FINISH

CONCRETE MASONRY UNIT FOUNDATION 300MM CONCRETE SLAB CONCRETE POLISHED FINISH FOOTING BELOW CONCRETE MASONRY UNIT REBAR REINFORCING GRANULAR CAPILLARY BREAK 100MM EXPOL THERMASLAB FOUNDATION REFER DETAIL 1 PAGE 3 AND DRAINAGE PAD UNDERSLAB INSULATION CONCRETE FOOTING BELOW REBAR REINFORCING GRANULAR CAPILLARY BREAK CAR PARK REFER DETAIL 1 PAGE 3 AND DRAINAGE PAD 100MM EXPOL THERMASLAB UNDERSLAB INSULATION

ARK

FIRE STAIRS SERVICES RISER

-4000 CAR PARK

CAR PARK

FIRE STAIRS SERVICES RISER

300

100

UGL

250

100

UGL 300

4 2 02

+2700

250

BEDROOM

+2700

-885

RETAIL LEASE

--/30/30 FIRE RATED DOOR PACIFIC DOOR VP30-S SLIDING

BEDROOM

4000

RAGE

B C

75 MM INTEGTRA LIGHTWEIGHT 7 CONCRETE SLAB FLOOR SYSTEM REFER DETAIL 4 PAGE 3

90MM X 45MM TIMBER FRAMING 90MM X 45MM TIMBER FRAMING WITH 13MM GIB AQUALINE TO ALL WITH 13MM GIB FYRELINE ON BOTH WET AREAS SIDES WITH ACOUSTIC INSULATION 90MM X 45MM TIMBER FRAMING --/30/30 FIRE RATED DOOR WITH 13MM GIB FYRELINE ON BOTH PACIFIC DOOR VP30-S SLIDING SIDES WITH ACOUSTIC INSULATION 60/60/60 FR

60/60/60 FR

--/30/30 FR

60/60/60 FR

--/30/30 FR

60/60/60 FR

90MM X 45MM TIMBER FRAMING WITH 13MM GIB AQUALINE TO ALL WET AREAS

--/30/30 FR

SERVICES

BATHROOM

1022

8000

+2700

OOM

--/30/30 FR

ENSUITE

8000

+2700

--/30/30 FR

BATHROOM

SFL

1200

I 1:1000 SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB FYRELINE CEILING ON RONDO SYSTEM GROUND FLOOR LEVEL TO ALL RESIDENTIAL AND RETAIL UNITS SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB 3MM A-Z FLOORING MISSION BAY CAVIARCEILING ON RONDO SYSTEM FYRELINE CARPET (BEDROOM APPLIED IN RESIDENTIAL ALL A B C D E F G H TO ALL AND RETAIL UNITS BEDROOMS) 3MM A-Z FLOORING MISSION BAY CAVIAR 650MM X 250 MM TO 300MM X 250MM CARPET (BEDROOM APPLIED IN ALL A B C D TAPERED STEEL BEAM. REFER BEDROOMS) STRUCTURAL ENGINEERS DRAWINGS 650MM X 250 MM TO 300MM X 250MM 650MM X 250MM CASTELLATED TAPERED STEEL BEAM. REFER BEAM WITH SINUSOIDAL OPENINGS STRUCTURAL ENGINEERS DRAWINGS REFER STRUCTURAL ENGINEERS DRAWINGS 650MM X 250MM CASTELLATED BEAM WITH SINUSOIDAL OPENINGS NULOOK WEATHERTIGHT™ SLIDING & REFER STRUCTURAL ENGINEERS STACKER DOORS DRAWINGS REFER DETAILS 1,2,3 PAGE 2 NULOOK 75 MM INTEGTRA LIGHTWEIGHTWEATHERTIGHT™ SLIDING & WEST RESIDENTIAL ELEVATION 1:1000 STACKER DOORS CONCRETE SLAB FLOOR SYSTEM REFER DETAIL 4 PAGE 3REFER DETAILS 1,2,3 PAGE 2

60/60/60 FR

--/30/30 FR

60/60/60 FR

--/30/30 FR

GROUND FLOOR LEVEL

60/60/60 FR

67°

+2700

BATHROOM

OOM

OTHERWISE

BEDROOM

BATHROOM

ARE UNLESS STATED 4 ALL UNITS 5 6 IN MILLIMETERS 7

B C

BEDROOM

TFL

18. 3

0 120

60/60/60 FR

600MM X 600MM SUSPENDED 13MM GIB AQUALINE CEILING ON RONDO SYSTEM TO ALL WET AREAS 600MM X 600MM SUSPENDED 13MM GIB AQUALINE CEILING ON RONDO SYSTEM TO ALL WET AREAS 2MM TARKETT ETRUSCO LINOLEUM FLOORING (APPLIED IN ALL BATHROOMS)

--/30/30 FR

BATHROOM

TFL

UNLESS STATED OTHERWISE

1 A

0 215

--/30/30 FR

1. STRUCTURAL TUTOR: MATT D. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON M. 2. SERVICES TUTOR: TERRY SITE PRIOR TO COMMENCEMENT OF ANY WORK 3. CONSTRUCTION TUTOR: BRUCE C. ALL DIMENSIONS AND 4. LEVELS TO BE CHECKED ON SITE BEFORE COMMENCING 5. WORKTHE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON ANY DISCREPANCIES SHALL SITE BE IMMEDIATELY NOTIFIED TO PRIOR TO COMMENCEMENT OF ANY WORK THE ARCHITECT IN WRITING 6. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE DO NOT SCALE FROM THIS DRAWING BEFORE COMMENCING WORK USE FIGURED DIMENSIONING ONLYDISCREPANCIES SHALL BE IMMEDIATELY NOTIFIED TO 7. ANY IF IN DOUBT CONSULT THE THE ARCHITECT, ANTON ARCHITECT IN WRITING ALIASHKEVICH 8. DO NOT SCALE FROM THIS DRAWING THIS DRAWING REMAINS THE USE PROPERTY ANTON 9. FIGUREDOFDIMENSIONING ONLY ALIASHKEVICH AND MAY REPRODUCED 10. NOTIFBE IN USED DOUBTORCONSULT THE ARCHITECT, ANTON IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION ALIASHKEVICH REFER TO STRUCTURAL DRAWINGS AND THE PROPERTY OF ANTON 11. ENGINEERS THIS DRAWING REMAINS SPECIFICATIONS ALIASHKEVICH AND MAY NOT BE USED OR REPRODUCED REFER TO SERVICE CONSULTANTS DRAWINGS IN WHOLE OR IN AND PART WITHOUT WRITTEN PERMISSION SPECIFICATIONS FOR12. ALL SERVICES AND EQUIPMENT ENGINEERS DRAWINGS AND REFER TO STRUCTURAL REQUIREMENTS SPECIFICATIONS ALL WORK SHALL COMPLY WITH NZBC, ALL RELEVANT 13. REFER TO SERVICE CONSULTANTS DRAWINGS AND LOCAL AUTHORITY BYLAWS, NZS3604 AND ALL RELEVANT SPECIFICATIONS FOR ALL SERVICES AND EQUIPMENT STANDARDS REQUIREMENTS ALL WORK TO BE CARRIED OUT WORK IN ACCORDANCE WITHWITH NZBC, ALL RELEVANT 14. ALL SHALL COMPLY DRAWINGS AND SPECIFICATIONS PROVIDED LOCAL AUTHORITY BYLAWS, NZS3604 AND ALL RELEVANT ALL FACADE SYSTEMS TO BESTANDARDS TESTED IN ACCORDANCE WITH AS/NZ4284 BEFORE COMMENCEMENT ON SITE 15. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH ALL TIMBER FRAMING SHALL DRAWINGS BE H1.2 TREATED GRADED AND SPECIFICATIONS PROVIDED SG-8 @ 600 CENTRES DRAWGS @ SYSTEMS 900 CENTRES 16. ANDALL FACADE TO BE TESTED IN ACCORDANCE UNLESS STATED OTHERWISE WITH AS/NZ4284 BEFORE COMMENCEMENT ON SITE ALL UNITS ARE IN MILLIMETERS 17. ALL UNLESS TIMBER STATED FRAMING SHALL BE H1.2 TREATED GRADED OTHERWISE SG-8 @ 600 CENTRES AND DRAWGS @ 900 CENTRES

RL +2700

12000 BATHROOM

DESIGN STATEMENT

900

650

5 159

FoFL 16000

THE DECISIONS TO USE STEEL FRAMING AS THE PRIMARY AND TIMBER AS SECONDARY METHOD OF CONSTRUCTION ORIGINATED FROM THE CONTEXT OF ROYAL OAK. THE SITE IN WHICH PROPOSED THETHE DECISIONS TO USE STEEL FRAMING AS6.THE SPRINKLER BUILDING TYPOLOGIESPRIMARY ARE TO BE BUILT IN AAS SECONDARY METHOD OF AND TIMBER PLUMBING 7. OF DEVELOPMENT AND INDUSTRIAL AREA, WHERE THE CONSTRUCTION ORIGINATED FROM THE CONTEXT SURROUNDING HOUSES ARE INDUSTRIAL ROYAL AND OAK.TIMBERTHE SITE IN WHICH THE PROPOSED VENTILATION EXHAUST FRAMED. I WANTED TO RETAIN THE NEW BUILDING TYPOLOGIES ARE TO BE BUILT8.IN A 9. DEVELOPMENT CONSISTENT WITH ITS CONTEXT DEVELOPMENT ANDAND INDUSTRIAL AREA, WHERE THE 10. HERITAGE, THEREFORE STEEL CONSTRUCTION WAS SURROUNDING HOUSES ARE INDUSTRIAL AND TIMBERCHOSEN FOR THE PROJECT. FRAMED. I WANTED TO RETAIN THE11. NEW VENTILATION INTAKE DEVELOPMENT CONSISTENT WITH ITS CONTEXT AND STEEL MOMENT FRAMES WERE ALSO CHOSENSTEEL CONSTRUCTION WAS HERITAGE, THEREFORE BECAUSE FOR THEIR SEAMLESS INTEGRATION WITHCHOSEN FOR THE PROJECT. 12. CABLE TRAY THE DESIGN. SINCE THE BEAMS ARE 650MM DEEP, THE DATA TRAY WOULD IDEALLY BE HIDDEN WITHIN THE CEILING, STEEL MOMENT FRAMES WERE ALSO CHOSEN 13. LEAVING NOT MUCH ROOM FORBECAUSE THE SERVICES ABOVE. FOR THEIR SEAMLESS INTEGRATION WITH INSTEAD, CASTELLATEDTHE BEAMS WITHSINCE SINUSOIDAL DESIGN. THE BEAMS ARE 650MM DEEP, THE STRUCTURAL GRID 14. OPENINGS ARE TO BE USED WITHIN THE DESIGNBE TOHIDDEN WITHIN THE CEILING, WOULD IDEALLY ALLOW EXTRA DUCTING, ELECTRICAL AND PIPING LEAVING NOT MUCH ROOM FOR THE SERVICES ABOVE. WORK TO RUN THROUGH THEINSTEAD, CEILING UNNOTICED. CASTELLATED BEAMS WITH SINUSOIDAL 15.TO OPENINGS ARE TO BE USED WITHIN THE DESIGN THE BAY FRAME SPACING OFALLOW 10M BYEXTRA 10M PLAYS A DUCTING, ELECTRICAL AND PIPING 16. SIMPLE ROLE IN CREATING VAST OPEN PLAN ROOM THE CEILING UNNOTICED. WORK TO RUN THROUGH SPACING NOT ONLY IN THE RESIDENTIAL BUT 17. COMMERCIAL AND OFFICE PLAN LAYOUT. LIGHTWEIGHT THE BAY FRAME SPACING OF 10M BY 10M PLAYS A PARTITION WALLS WILL BE USED TO SEPARATE THE SIMPLE ROLE IN CREATING VAST OPEN PLAN ROOM SPACE WITHIN TO THESPACING CLIENTS NOT LIKING. ONLY IN THE RESIDENTIAL18. BUT COMMERCIAL AND OFFICE PLAN LAYOUT. LIGHTWEIGHT PARTITION WALLS WILL BE USED TO SEPARATE THE SPACE WITHIN TO THE CLIENTS LIKING.

KEY

Notes:

STRUCTURAL TUTOR: MATT D. SERVICES TUTOR: TERRY M. CONSTRUCTION TUTOR: BRUCE C.

3° 3°

OOM

STRUCTURAL GRID

1. 2. 3. 4. 5.

ARCHITECT:

-4000

SITE:

697 Manukau Road SITE: Royal Oak, 1345 697 Manukau Road Royal Oak Apartments Royal Oak, 1345

1 03

TITLE:

10000

D1 Section Continued 1:50 Residential Section A-1 Section Continued D1Cross 1:50 Residential Cross Section A-1 PORTFOLIO - ANTON ALIASHKEVICH

Auckland Transport

ARCHITECT:

TITLE: SCALE AT A1:

As indicated PROJECT NO:

DATE:

CHECKED: Royal Oak Apartments

DRAWN:

Issue Date

DRAWING NO: AT A1: SCALE

As indicated 01 PROJECT NO:

Fig 3.04 - Residential cross section A-1 (Continued)

REVISION: DATE:

DRAWN:

Issue Date DRAWING NO:

CHECKED:

AA REVISION:

035

TREAT ALL NUWALL CLADDING CUTS WITH HOLDFAST METALEX CLEAR

EUROLINE CLIP .9MM EUROLINE BATTENLOK VM ZINC ANTHRA FINISH E2/AS1 MINIMUM PITCH

APEX

3°

16450

13MM PLYWOOD

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER KICKBACK SEALED AGAINST CLADDING

DURABARRIER UNDERLAY BUILDING WRAP 45MM DHS PURLINS @ 450MM CRS 20MM XPS INSULATION GREENSTUF R2.9 INSULATION 115MM METAL CEILING BATTENS

VENTILATION GAP

13 A B

25MM CAVITY BATTEN H3.2

45MM DHS PURLINS @ 300MM CRS BOLTED TO TRUSS FLANGES

F IN S

ROOF UNDERLAY

14 @

NUWALL MONO200 CLADDING TITANIA FINISH FIXINGS AT 300MM CRS

G 14

67°

FoFL 16000

ROOF TRUSS PRYDA CUSTOM ROOF TRUSS MONO PITCH SUPPORT SYSTEM SPAN 10000MM MAX BOTTOM CORD BOLTED TO STRUCTURAL COLUMNS VERTICAL MEMBERS 50MM @ 1200MM CRS STRUT WEB MEMBERS 25MM ≈ 20MM ISOLATEK® TYPE 300 FIREPROOFING ROOF TRUSS COATING

COUNTERSUNK SCREW

400MM X 250MM TO 150MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

S 60 F

SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB FYRELINE CEILING ON RONDO SYSTEM

D1 1:5

40 T S

Facade

GLAZING ROOF JUNCTION

67°

SUN GUARD - SNX 50/23 LOW-E COATING DOUBLE GLAZED GLASS PANELS. REFLECTS HEAT AND LIGHT, LESS GLARE INSIDE NULOOK WEATHERTIGHT™JAMB, SILL, HEAD IN MATTE BLACK FINISH SLIDING & STACKER DOORS

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER

BEDROOM

13MM FLOORING EXTRA FIREPROOF APPLIED ON 13MM CARPET NOISE BARRIER

FFL

INTEGRA LWC FLOOR PANELS

4000

FIXING 14G X 150 MM GALVANISED INTEGRA SCREWS PERIMETER X 2 SCREWS 140

GREENSTUF ACOUSTIC INSULATION 140MM

DURABARRIER UNDERLAY BUILDING WRAP 140MM X 350MM METALCRAFT BOX GUTTER SERVICING RESIDENTIAL FACADE WALL FALL REGULATED BEHIND NUWALL WITHIN OPEN AIR SPACE NO FALLS LESS THAN 1:40

140MM X 35MM JOIST @ 2100MM SPAN @ 450MM CRS

200MM X 250MM I-BEAM SECTION SUPPORTING RESIDENTIAL FACADE AND BALCONY. ISOLATEK FINISH, BOLTED TO TAPERED BEAM

NUWALL MONO200 CLADDING TITANIA FINISH INTERMEDIATE GUTTER SUPPORTS AT 1200MM CENTERS SUPPORTING CLADDING AND GUTTER IN SHAPE

300MM X 200MM CUSTOM STEEL SECTION SUPPORTING GUTTER AND ANGLE OF THE FACADE BOLTED @ 600MM CRS TO BEAM

10°

100MM METALCRAFT ROUND DOWNPIPE NO FALLS LESS THAN 1:40 REFER DETAIL 3 PAGE 3 FOR GUTTER TO DOWNPIPE

AIR GAP FOR GUTTER SERVICING ROOF UNDERLAY CAVIBAT HORIZONTAL VENTED BATTEN

650MM X 250 MM TO 300MM X 250MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS 60MM X 250MM EASYSTEEL COLD FORMED CHANNEL-PLAIN BOLTED TO TAPERED BEAM @ 1200MM CRS AIR GAP COUNTERSUNK SCREW EUROLINE CLIP 50MM C-PLATE WELDED TO CHANNEL

3 DETAIL REFER PAGE 3

10°

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER DRIP EDGE TO LESSEN WATER FALL ON PEDESTRIAN WALKWAY ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS

D2 1:5

Facade

FIRST FLOOR CONNECTION

Fig 3.05 - Facade details

TREAT ALL NUWALL CLADDING CUTS WITH HOLDFAST METALEX CLEAR

BEDROOM

NULOOK WEATHERTIGHT™JAMB, SILL, HEAD IN MATTE BLACK FINISH SLIDING & STACKER DOORS

BEDROOM

APEX

TREAT ALL NUWALL CLADDING CUTS WITH HOLDFAST METALEX CLEAR

16450

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER KICKBACK SEALED AGAINST 13MM FLOORING EXTRA FIREPROOF CLADDING APPLIED ON 13MM CARPET NOISE BARRIER VENTILATION GAP INTEGRA LWC FLOOR 25MM CAVITY BATTEN H3.2 PANELS

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER KICKBACK SEALED AGAINST CLADDING

13MM FLOORING EXTRA FIREPROOF APPLIED ON 13MM CARPET NOISE BARRIER

TFL 12000

INTEGRA LWC FLOOR PANELS

M S S

45MM DHSFIXING PURLINS 14G@ X 300MM 150 MM GALVANISED INTEGRA SCREWS CRSPERIMETER X 2 BOLTED TO SCREWS TRUSS FLANGES

FIXING 14G X 150 MM GALVANISED INTEGRA SCREWS PERIMETER X 2 SCREWS

140MM ROOF X UNDERLAY 35MM JOIST @ 2100MM SPAN @ 450MM CRS NUWALL MONO200 CLADDING TITANIA ACOUSTIC FINISH GREENSTUF INSULATION FIXINGS AT 300MM CRS 140MM

140MM X 35MM JOIST @ 2100MM SPAN @ 450MM CRS

G H S

SUN GUARD - SNX 50/23 LOW-E COATING DOUBLE GLAZED GLASS PANELS. REFLECTS HEAT AND LIGHT, LESS GLARE INSIDE

67°

S G. D R T G

67°

G T R

Notes:

1. 2. 3. 4. 5.

200MM X 250MM I-BEAM SECTION SUPPORTING RESIDENTIAL FACADE AND BALCONY. ISOLATEK FINISH, BOLTED TO TAPERED BEAM DURABARRIER UNDERLAY BUILDING WRAP

45MM DHS PURLINS @ 300MM CRS FRAMING. 1240MM HIGH, BOLTED TO I BEAM

FoFL 16000

COUNTERSUNK SCREW

X M. L S

400MM X 250MM TO 150MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

WRAP

GREENSTUF ACOUSTIC INSULATION 140MM 25MM CAVITY BATTEN H3.2

STRUCTURAL TUTOR: MATT D. 1. STRUCTURAL TUTOR: MATT D. SERVICES TUTOR: TERRY M. 2. SERVICES TUTOR: TERRY M. CONSTRUCTION TUTOR: BRUCE 3.C. CONSTRUCTION TUTOR: BRUCE C. 4. THE CONTRACTOR SHALL VERIFY 5. ALL DIMENSIONS THE CONTRACTOR ON SHALL VERIFY ALL DIMENSIONS ON SITE LOW-E PRIOR TO COMMENCEMENT OF ANY SITE WORK PRIOR TO COMMENCEMENT OF ANY WORK SUN GUARD - SNX 50/23 6. ALL DIMENSIONS AND LEVELS TO ON SITE AND LEVELS TO BE CHECKED ON SITE 6. BE CHECKED ALL DIMENSIONS COATING DOUBLE GLAZED GLASS BEFORE COMMENCING WORK BEFORE COMMENCING WORK PANELS. REFLECTS HEAT AND LIGHT, 7. ANY DISCREPANCIES SHALL BE7.IMMEDIATELY ANY DISCREPANCIES NOTIFIED TO SHALL BE IMMEDIATELY NOTIFIED TO LESS GLARE INSIDE THE ARCHITECT IN WRITING THE ARCHITECT IN WRITING 8. DO NOT SCALE FROM THIS DRAWING 8. DO NOT SCALE FROM THIS DRAWING NULOOK WEATHERTIGHT™JAMB, SILL, DIMENSIONING ONLY 9. USE FIGURED 9. USE FIGURED DIMENSIONING ONLY HEAD IN MATTE BLACK 10. IF IN FINISH DOUBT CONSULT THE ARCHITECT, 10. IF ANTON IN DOUBT CONSULT THE ARCHITECT, ANTON SLIDING & STACKER DOORS ALIASHKEVICH ALIASHKEVICH 11. THIS DRAWING REMAINS THE PROPERTY 11. THIS OF ANTON DRAWING REMAINS THE PROPERTY OF ANTON ALIASHKEVICH OR REPRODUCED AND MAY NOT BE USED OR REPRODUCED TREAT ALL NUWALL CLADDING CUTS AND MAY NOT BE USED ALIASHKEVICH IN WHOLE IN PERMISSION WHOLE OR IN PART WITHOUT WRITTEN PERMISSION WITH HOLDFAST METALEX CLEAROR IN PART WITHOUT WRITTEN 12. REFER TO STRUCTURAL ENGINEERS 12. DRAWINGS REFER TO ANDSTRUCTURAL ENGINEERS DRAWINGS AND METALCRAFT STAINLESS STEEL EDGE SPECIFICATIONS SPECIFICATIONS FLASHING.13. SILICONE SEALANT REFER TO SERVICE CONSULTANTS 13. DRAWINGS REFER AND TO SERVICE CONSULTANTS DRAWINGS AND APPLIED AROUND SPECIFICATIONS PERIMETER FOR ALL SERVICES AND SPECIFICATIONS EQUIPMENT FOR ALL SERVICES AND EQUIPMENT KICKBACK SEALED AGAINST REQUIREMENTS REQUIREMENTS CLADDING 14. ALL WORK SHALL COMPLY WITH14. NZBC, ALL ALL WORK RELEVANT SHALL COMPLY WITH NZBC, ALL RELEVANT LOCAL AUTHORITY BYLAWS, NZS3604 AND ALL AUTHORITY RELEVANT BYLAWS, NZS3604 AND ALL RELEVANT LOCAL TFL STANDARDS STANDARDS 15. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH 15. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH 12000 DRAWINGS AND SPECIFICATIONS PROVIDED DRAWINGS AND SPECIFICATIONS PROVIDED 16. ALL FACADE SYSTEMS TO BE TESTED INALL ACCORDANCE 16. FACADE SYSTEMS TO BE TESTED IN ACCORDANCE 200MM X 250MM I-BEAM SECTION WITH AS/NZ4284 BEFORE COMMENCEMENT SITE WITH ON AS/NZ4284 BEFORE COMMENCEMENT ON SITE SUPPORTING RESIDENTIAL 17. ALL FACADE TIMBER FRAMING SHALL BE17. H1.2 TREATED GRADED ALL TIMBER FRAMING SHALL BE H1.2 TREATED GRADED AND BALCONY. ISOLATEK SG-8FINISH, @ 600 CENTRES AND DRAWGS @SG-8 900 @ CENTRES 600 CENTRES AND DRAWGS @ 900 CENTRES BOLTED TO TAPERED BEAM UNLESS STATED OTHERWISE UNLESS STATED OTHERWISE 18. ALL UNITS ARE IN MILLIMETERS 18. UNLESS ALL STATED UNITS ARE IN MILLIMETERS UNLESS STATED DURABARRIER UNDERLAY BUILDING OTHERWISE OTHERWISE

25MM CAVITY BATTEN H3.2 A D4 CRS 45MM DHS PURLINS @ 300MM FRAMING. 1240MM HIGH, BOLTED TO I B BEAM A

6 A

SUSPENDED GRID RONDO 308 SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB 600MM X 600MM SUSPENDED 13MM GIB FYRELINE CEILING ON RONDO SYSTEM FYRELINE CEILING ON RONDO SYSTEM

400MM X 250MM TO 150MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

0 124

SCALE 1:1000FIRST FLOOR LEVEL

FIRST FLOOR LEVEL

400MM X 250MM TO 150MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

1 7

SCALE 1:1000

N ROOF UNDERLAY

ROOF UNDERLAY

NUWALL MONO200 CLADDING TITANIA FINISH FIXINGS AT 300MM CRS

NUWALL MONO200 CLADDING 2 TITANIA FINISH FIXINGS AT 300MM CRS

COUNTERSUNK SCREW

GREENSTUF R2.9 INSULATION 115MM

ROLLER BLIND SERVICE ZONE FOR BEDROOM PRIVACY

FILLER BETWEEN DHS. HEAD BOLTED TO BOTTOM FRAME

N 2

GSUN GUARD - SNX 50/23 LOW-E COATING S. DOUBLE GLAZED GLASS PANELS. REFLECTS E HEAT AND LIGHT, LESS GLARE E INSIDE

L, NULOOK WEATHERTIGHT™JAMB, SILL, H HEAD IN MATTE BLACK FINISH S SLIDING & STACKER DOORS

E METALCRAFT STAINLESS STEEL EDGE D FLASHING. SILICONE SEALANT APPLIED R AROUND PERIMETER

4000

D3 D3 Facade R 0MM X 350MM METALCRAFT BOX GUTTER 1:5 1:5 CONNECTION INTERTENANCY CONNECTION LSERVICING RESIDENTIAL FACADEINTERTENANCY WALL

Facade URABARRIER P UNDERLAY BUILDING WRAP

67°

FFL

+2700

BEDROOM

ALL N REGULATED BEHIND NUWALL WITHIN E OPEN AIR SPACE 0 NO FALLS LESS THAN 1:40

SECTION A-1 (RIGHT)

A NUWALL MONO200 CLADDING TITANIA H FINISH

SECTION SCALE A-11:200 (RIGHT)

SCALE 1:200

T INTERMEDIATE GUTTER SUPPORTS AT G00MM CENTERS SUPPORTING CLADDING E AND GUTTER IN SHAPE

NULOOK WEATHERTIGHT™JAMB, AIR GAP FOR GUTTER SERVICING SILL, HEAD IN MATTE BLACK FINISH SLIDING & STACKER DOORS ROOF UNDERLAY

NULOOK WEATHERTIGHT™JAMB, SILL, HEAD IN MATTE BLACK FINISH SLIDING & STACKER DOORS

0MM D X 250MM EASYSTEEL COLD FORMED D CHANNEL-PLAIN BOLTED TO TAPERED S BEAM @ 1200MM CRS

200

COUNTERSUNK SCREW

COUNTERSUNK SCREW EUROLINE CLIP

50MM C-PLATE WELDED TO CHANNEL

BEDROOM

LIVING

90MM X 45MM H3.2 TIMBER STUD

A nt on A l i as hk e vi c h 12 Monteith Grove Brooklyn, 6021 021 1112 988 www.antonaliashkevich.com

DATE

CLIENT:

Auckland Transport

ARCHITECT:

90MM X 45MM H3.2 TIMBER STUD

90MM GREENSTUF R2.3 WALL INSULATION 90MM GREENSTUF R2.3 WALL INSULATION 2 X 13MM GIB FYRELINE INTERTENANCY2 X 13MM GIB FYRELINE INTERTENANCY WALLS ON BOTH SIDES WALLS ON BOTH SIDES

SITE:

697 Manukau Road 697 Manukau Road Royal Oak, 1345 Royal Oak, 1345

ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS

TITLE:

D4 Facade D4 Facade 1:10 Glazing Facade1:10 Plan Glazing Facade Plan

TITLE:

Residential FacadeResidential Facade

SCALE AT A1:

As indicated PROJECT NO:

Fig 3.06 - Facade details (Continued) PORTFOLIO - ANTON ALIASHKEVICH

12 Monteith Grove Brooklyn, 6021 021 1112 988 www.antonaliashkevich.com

Auckland Transport

E METALCRAFT STAINLESS STEEL EDGE D FLASHING. SILICONE SEALANT APPLIED R AROUND PERIMETER NDRIP EDGE TO LESSEN WATER FALL ON Y PEDESTRIAN WALKWAY

BEDROOM

DESCRIPTION DATE

Preliminary

A nt on A l i as hk e vi c h

CLIENT:

COUNTERSUNK SCREW

AIR GAP

N D S

25MM CAVITY BATTEN H3.2

1000

STATUS:

EXTERIOR

380 DURABARRIER UNDERLAY BUILDING WRAP DURABARRIER UNDERLAY BUILDING WRAP BA130 MECHFIX CHANNEL BALUSTRADEBA130 SYSTEM MECHFIX IN CHANNEL BALUSTRADE SYSTEM IN 200 MONO200 CLADDING SCORIA NUWALL NUWALL MONO200 CLADDING SCORIA FRONT OF SLIDING DOOR 1200MM FRONT OF SLIDING DOOR 1200MM FINISH FINISH BALUSTER CLAUSE F4 BALUSTER CLAUSE F4 FIXINGS AT 300MM CRS FIXINGS AT 300MM CRS

380

REV

Preliminary

45MM DHS ALUMINUM STUDS @ 300MM 45MM CRS DHS ALUMINUM STUDS @ 300MM CRS 67° FRAMING. FRAMING.

67°

SUN GUARD - SNX 50/23 LOW-E COATING DOUBLE GLAZED GLASS PANELS. REFLECTS HEAT AND LIGHT, LESS GLARE INSIDE

DESCRIPTION

STATUS:

25MM CAVITY BATTEN H3.2

N CAVIBAT HORIZONTALSUN VENTED BATTEN GUARD - SNX 50/23 LOW-E COATING DOUBLE GLAZED GLASS PANELS. REFLECTS HEAT AND LIGHT, LESS GLARE INSIDE

REV

60/60/60 FR

B EXTERIOR

60/60/60 FR

SCALE AT A1: DRAWN:

DATE:

Issue Date DRAWING NO:

CHECKED: DATE:

Issue As Author indicated Checker PROJECT NO:

DRAWN:

Date

REVISION: DRAWING NO:

Author

CHECKED:

Checker REVISION:

037

1 GYMNASIUM

OUTDOOR

13MM FLOORING EXTRA FIREPROOF 600MM X 600MM APPLIED ON 13MM CARPET NOISE BARRIER

140MM X 35MM JOIST @ 2100MM SPAN @ 450MM CRS INTEGRA LWC FLOOR PANELS

13MM FL 600MM X APPLIED

INTEGRA

GREENS 140MM

400MM X 400MM WIDE FLANGE STEEL COLUMNS. REFER STRUCTURAL ENGINEERS DRAWINGS

140MM X @ 450MM

NULOOK SHOPFRONT 100MM JAMB, SILL, HEAD IN MATTE BLACK FINISH FIXED TO CONCRETE FOUNDATION

650MM X SINUSOID STRUCTU

NULOOK SHOPFRONT 100MM SILL BOLTED 10G SS RAM PLUGS

SUPALUX RESISTA BEAM CL PAGE 3

METALCRAFT EXTRUDED ALUMINUM FLASHING WITH SILICONE SEAL

239

GREENSTUF ACOUSTIC INSULATION 140MM

INTEGRA LWC FLOOR PANELS 1800 X 600 X 75MM INTEGRA LWC FLOOR PANELS FIXING 14G X 100MM/150MM GALVANISED INTEGRA SCREWS (100MM FOR FIXING THE INTEGRA FLOOR PANELS, AND 150MM FOR PERIMETER OF FLOOR) ROCKCOTEâ&#x20AC;&#x2122;S MULTISTOP BEDDING COMPOUND. RESENE GALVO-PRIME - BRUSH APPLIED WATERBORNE GALVANISED IRON PRIMER

75 13

GFL 0

80MM FIRTH POROUS PAVE 140

20MM BEDDING SAND LAYER BASE COURSE THICKNESS DEPENDING ON SUB-GRADE CLASSIFICATION (150MM MAXIMUM) FILTER FABRIC 1MM ARDEX WATERPROOF LINING

MORTAR BED FLOOR SCREED FORMED TO FALL TO THE SUB SOIL DRAIN

275MM X BOXED H

650

SUSPEN 600MM X FYRELIN TO ALL R

ROLLER GYMNAS

GYMNA

650MM X 250MM CASTELLATED BEAM WITH SINUSOIDAL OPENINGS. REFER STRUCTURAL ENGINEERS DRAWINGS SUB SOIL DRAIN

WELDED STEEL FLANGE

RAMSET ANKASCREW CAST IN ANCHOR REFER STRUCTURAL ENGINEERS DRAWINGS

CONCRETE BOLTS TO STEEL FLANGE AND CONCRETE COLUMN REFER STRUCTURAL ENGINEERS DRAWINGS

FREE DRAINING IMPORTED HARDFILL TO TNZF/2 SPECIFICATIONS THERMACRAFT PERIMETER DPC MOISTURE BARRIER

600MM X 600MM REINFORCED CONCRETE COLUMNS. REFER STRUCTURAL ENGINEERS DRAWINGS

100MM EXPOL THERMASLAB UNDERSLAB INSULATION HD20 AT 600 CRS HORIZONTAL REINFORCEMENT

CAR PARK

VERTICAL CONTROL JOIST AT 600CRS MAX

240MM CONCRETE MASONRY UNIT FOUNDATION

D2 Floor 1:10 GROUND FLOOR CONNECTION

D3 1:10

240

100

SOIL TYPE: A DESIGN IN ACCORDANCE WITH NZS4210 CONCRETE FOUNDATION TO BE 25MPa AT 28 DAYS FOUNDATION TO BE ON GOOD GROUND TO NZS3604

FREE DRAINING IMPORTED HARDFILL TO TNZF/2 SPECIFICATIONS THERMACRAFT PERIMETER DPC MOISTURE BARRIER

13MM GIB WET ARE

SILICONE

200MM R WALL WI SIDES REFER S

140MM X 450MM C INTEGRA

100MM EXPOL THERMASLAB UNDERSLAB INSULATION

HD20 AT 600 CRS HORIZONTAL REINFORCEMENT

CAR PARK

VERTICAL CONTROL JOIST AT 600CRS MAX 240MM CONCRETE MASONRY UNIT FOUNDATION

600MM X 600MM REINFORCED CONCRETE COLUMNS. REFER STRUCTURAL ENGINEERS DRAWINGS

INTUMEX PERIMET SUPALUX

SCABBLE SURFACE OF CONCRETE

300MM CONCRETE SLAB POLISHED FINISH UGL -4000

25MM SU WIDE

25MM SU

GREENS

300

6MM POLYETHELYNE CAPILLARY BREAK

100

BOND BREAK

RAMSET ANKASCREW CAST IN ANCHOR REFER STRUCTURAL ENGINEERS DRAWINGS REBAR REINFORCING AROUND RAMSET ANKASCREW REFER STRUCTURAL ENGINEER DRAWINGS INDICATIVE ONLY

FILTER FABRIC

FIRE S SERVICE

100MM SUB SOIL DRAIN WITH GEOTEXTILE SOCK IN 300MM DRAINAGE METAL DRAINAGE TO STORMWATER DRAINAGE

650MM X SINUSOID STRUCTU

50MM SAND BLINDING

NO.6 DRY CENTRES LENGTH

300MM MINIMUM OF COMPACTED COURSE FILL

25MM X 2

UGL

D1 Floor 1:10 CAR PARK FOUNDATION

300

Fig 3.07 - Foundation details

-5400

D4 1:5

Notes: INTEGRA LWC FLOOR PANELS 1800 X 600 X 75MM INTEGRA LWC FLOOR PANELS 13MM FLOORING EXTRA FIREPROOF FIXING 14G X 100MM/150MM GALVANISED INTEGRA 600MM X 600MM SCREWS APPLIED ON 13MM CARPET NOISE BARRIER (100MM FOR FIXING THE INTEGRA FLOOR PANELS, AND 150MM FOR PERIMETER OF FLOOR) ROCKCOTE’S MULTISTOP BEDDING COMPOUND. INTEGRA LWC FLOORGALVO-PRIME PANELS RESENE - BRUSH APPLIED WATERBORNE GALVANISED IRON PRIMER GREENSTUF ACOUSTIC INSULATION

13MM FLOORING EXTRA FIREPROOF BEDROOM 600MM X 600MM APPLIED ON 13MM CARPET NOISE BARRIER

FFL 4000

140MM

OLUMNS. AWINGS

140MM X 35MM JOIST @ 2100MM SPAN 400MM X 400MM WIDE FLANGE STEEL COLUMNS. @ 450MM CRS REFER STRUCTURAL ENGINEERS DRAWINGS

140MM X 35MM JOIST @ 2100MM SPAN @ 450MM CRS

T 100MM K FINISH NDATION

650MM X 250MM BEAM WITHOUT NULOOK SHOPFRONT 100MM SINUSOIDALJAMB, OPENINGS. REFER SILL, HEAD IN MATTE BLACK FINISH STRUCTURAL ENGINEERS DRAWINGS FIXED TO CONCRETE FOUNDATION

650MM X 250MM BEAM WITHOUT SINUSOIDAL OPENINGS. REFER STRUCTURAL ENGINEERS DRAWINGS

T 100MM M PLUGS

SUPALUX 120 MINUTE FIRE NULOOK SHOPFRONT 100MM RESISTANCE STRUCTURAL STEEL10G SS RAM PLUGS SILL BOLTED BEAM CLADDING REFER DETAIL 4 METALCRAFT EXTRUDED ALUMINUM FLASHING WITH PAGE 3 SILICONE SEAL

SUPALUX 120 MINUTE FIRE RESISTANCE STRUCTURAL STEEL BEAM CLADDING REFER DETAIL 4 PAGE 3

GFL

US PAVE

80MM FIRTH POROUS PAVE

D LAYER

20MM BEDDING SAND LAYER

CKNESS B-GRADE AXIMUM)

BASE COURSE THICKNESS DEPENDING ON SUB-GRADE CLASSIFICATION (150MM MAXIMUM)

R FABRIC

FILTER FABRIC

F LINING

1MM ARDEX WATERPROOF LINING

FALL TO IL DRAIN

MORTAR BED FLOOR SCREED FORMED TO FALL TO 275MM X 45MM ALUMINUM EXTRUDED THE SUB SOIL DRAIN BOXED HEADER

275MM X 45MM ALUMINUM EXTRUDED BOXED HEADER

SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB FYRELINE CEILING ON RONDO SYSTEM TO ALL RETAIL UNITS

SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB FYRELINE CEILING ON RONDO SYSTEM TO ALL RETAIL UNITS 275

11. 12. 13.

10° 275

GYMNASIUM

700

GYMNASIUM

ANCHOR AWINGS

RAMSET ANKASCREW CAST IN ANCHOR REFER STRUCTURAL ENGINEERS DRAWINGS FREE DRAINING IMPORTED HARDFILL TO TNZF/2 SPECIFICATIONS

BARRIER

THERMACRAFT PERIMETER DPC MOISTURE BARRIER

ULATION

100MM EXPOL THERMASLAB UNDERSLAB INSULATION

CEMENT

HD20 AT 600 CRS HORIZONTAL REINFORCEMENT

CRS MAX

VERTICAL CONTROL JOIST AT 600CRS MAX

NDATION

240MM CONCRETE MASONRY UNIT FOUNDATION

CERAMIC TILES OVER WATERPROOF MEMBRANE

13MM GIB AQUALINE WALL FINISH TO ALL WET AREAS FASTENED TO CONCRETE WALL SOIL TYPE: A DESIGN IN ACCORDANCE WITH NZS4210 SILICONE SEALFOUNDATION TO BE 25MPa AT 28 DAYS CONCRETE FOUNDATION TO BECONCRETE ON GOOD GROUND 200MM REINFORCED SERVICETO NZS3604

WALL WITH POLISHED FINISH OF BOTH SIDES REFER STRUCTURAL DRAWINGS FREE DRAINING ENGINEERS IMPORTED HARDFILL TO TNZF/2 SPECIFICATIONS 140MM X 35MM JOIST @ 2100MM SPAN @

450MM CRSFIXING 14G X 150 MM GALVANISED THERMACRAFT PERIMETER DPC INTEGRA SCREWS PERIMETER X MOISTURE 2 SCREWS BARRIER

Y BREAK

6MM POLYETHELYNE CAPILLARY BREAK

D BREAK

BOND BREAK

ANCHOR AWINGS

RAMSET ANKASCREW CAST IN ANCHOR REFER STRUCTURAL ENGINEERS DRAWINGS

ASCREW AWINGS VE ONLY

REBAR REINFORCING AROUND RAMSET ANKASCREW REFER STRUCTURAL ENGINEER DRAWINGS INDICATIVE ONLY

R FABRIC

FILTER FABRIC

D3 D4 SUN GUARD - SNX 50/23 LOW-E COATING DOUBLE GLAZED GLASS PANELS. REFLECTS HEAT AND LIGHT, LESS GLARE INSIDE 400MM X 400MM WIDE FLANGE STEEL COLUMNS. REFER STRUCTURAL ENGINEERS D1 DRAWINGS

NULOOK SHOPFRONT 100MM JAMB, SILL, HEAD IN MATTE BLACK FINISH

SCALE 1:200

BATHROOM

13MM CARPET NOISE BARRIER

13MM CARPET NOISE BARRIER FFL

INTEGRA LWC FLOOR PANELS

GREENSTUF ACOUSTIC INSULATION 140MM

REV STATUS:

DESCRIPTION

DATE REV

NO.6 DRYWALL SCREWS AT NOMINAL 240MM CENTRES, LENGTH = 15MM + BOARD THICKNESS 25MM X 25MM X 0.65MM THICK STEEL ANGLE

UGL -5400

A nt on A l i as hk e vi c h

12 Monteith Grove Brooklyn, 6021 021 1112 988 www.antonaliashkevich.com

D4 1:5

Floor D4 FLOOR TO WALL CONNECTION 1:5

SITE:

Floor

Auckland Transport ARCHITECT:

SITE:

697 Manukau Road Royal Oak, 1345 GYMNASIUM

As indicated PROJECT NO:

DATE:

DRAWN:

Issue Date DRAWING NO:

697 Manukau Road Royal Oak, 1345

TITLE:

Floor Details

SCALE AT A1:

FLOOR TO WALL CONNECTION

Fig 3.08 - Interior details PORTFOLIO - ANTON ALIASHKEVICH

TITLE:

DATE

CLIENT:

Auckland Transport

GYMNASIUM

Preliminary

A nt on A l i as hk e vi c h

ARCHITECT:

25MM X 25MM X 0.65MM THICK STEEL ANGLE

DESCRIPTION

STATUS:

Preliminary

FIRE STAIRS SERVICES RISER 650MM X 250MM BEAM WITHOUT SINUSOIDAL OPENINGS. REFER STRUCTURAL ENGINEERS DRAWINGS

SCALE 1:200

4000

INTEGRA LWC FLOOR PANELS

GREENSTUF ACOUSTIC INSULATION 100MM

50MM SAND NO.6 DRYWALL SCREWS AT NOMINAL 240MMBLINDING CENTRES, 300MM MINIMUM OF COMPACTED COURSE FILL LENGTH = 15MM + BOARD THICKNESS

SECTION A-1 (RIGHT)

BATHROOM

2MM TARKETT ETRUSCO LINOLEUM FLOORING (APPLIED IN ALL BATHROOMS) COVER AS PER MANUFACTURERS INSTRUCTIONS

25MM SUPALUX® BOARD

650MM X 250MM BEAM WITHOUT 100MM SUB SOIL DRAIN WITH GEOTEXTILE SOCK IN SINUSOIDAL OPENINGS. REFER 300MM DRAINAGE METAL STRUCTURALDRAINAGE ENGINEERS TODRAWINGS STORMWATER DRAINAGE

5400

CERAMIC TILES ETRUSCO OVER 2MM TARKETT LINOLEUM WATERPROOFFLOORING MEMBRANE (APPLIED IN ALL BATHROOMS) COVER AS PER MANUFACTURERS INSTRUCTIONS

140MM X 35MM JOIST @ 2100MM SPAN @ 450MM CRSFIXING 14G X 150 MM GALVANISED INTEGRA SCREWS PERIMETER X 2 SCREWS

SOCK IN E METAL RAINAGE

UGL

OUTDOOR

SUN GUARD - SNX 50/23 LOW-E COATING DOUBLE GLAZED GLASS PANELS. REFLECTS HEAT AND LIGHT, LESS GLARE INSIDE 400MM X 400MM WIDE FLANGE STEEL COLUMNS. REFER STRUCTURAL ENGINEERS DRAWINGS

FFL

BLINDING

RSE FILL

METALCRAFT CUSTOM DRIP EDGE FLASHING WITH SILICONE SEALANT

OUTDOOR

CLIENT:

FIRE STAIRS SERVICES RISER

METALCRAFT CUSTOM DRIP EDGE FLASHING WITH SILICONE SEALANT

4000

25MM SUPALUX® COVER STRIPS 75MM WIDE

UGL -4000

+2700

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER

13MM GIB AQUALINE WALL FINISH TO ALL WET AREAS FASTENED TO CONCRETE WALL

25MM SUPALUX® COVER STRIPS 75MM WIDE GREENSTUF ACOUSTIC INSULATION 100MM

NUWALL MONO200 CLADDING TITANIA FINISH WITH DURABARRIER UNDERLAY

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER

200MM REINFORCED CONCRETE SERVICE WALL WITH POLISHED FINISH OF BOTH SIDES REFER STRUCTURAL ENGINEERS DRAWINGS

INTUMEX® AN ACRYLIC SEALANT AT ALL PERIMETER GAPS BETWEEN EDGES OF THE SUPALUX® BOARD AND THE SUBSTRATE

25MM SUPALUX® BOARD

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE BEFORE COMMENCING WORK ANY DISCREPANCIES SHALL BE IMMEDIATELY NOTIFIED TO THE ARCHITECT IN WRITING DO NOT SCALE FROM THIS DRAWING USE FIGURED DIMENSIONING ONLY IF IN DOUBT CONSULT THE ARCHITECT, ANTON ALIASHKEVICH THIS DRAWING REMAINS THE PROPERTY OF ANTON ALIASHKEVICH AND MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION REFER TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS REFER TO SERVICE CONSULTANTS DRAWINGS AND SPECIFICATIONS FOR ALL SERVICES AND EQUIPMENT REQUIREMENTS ALL WORK SHALL COMPLY WITH NZBC, ALL RELEVANT LOCAL AUTHORITY BYLAWS, NZS3604 AND ALL RELEVANT STANDARDS ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS PROVIDED ALL FACADE SYSTEMS TO BE TESTED IN ACCORDANCE WITH AS/NZ4284 BEFORE COMMENCEMENT ON SITE ALL TIMBER FRAMING SHALL BE H1.2 TREATED GRADED SG-8 @ 600 CENTRES AND DRAWGS @ 900 CENTRES UNLESS STATED OTHERWISE ALL UNITS ARE IN MILLIMETERS UNLESS STATED OTHERWISE

NO FALLS LESS THAN 1:40 FALL REGULATED THROUGH CONNECTION TO TAPERED BEAM SERVICING RESIDENTIAL FACADE DOWNPIPE EXITS ALONG STRUCTURAL GRID COLUMNS REFER DETAIL 3 PAGE 2 FOR GUTTER 2 1 ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS

ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS 10° NUWALL MONO200 CLADDING TITANIA FINISH WITH DURABARRIER UNDERLAY

SILICONE SEAL

HD20 AT 600 CRS HORIZONTAL REINFORCEMENT INTUMEX® VERTICAL AN ACRYLIC SEALANT AT ALL CONTROL JOIST AT 600CRS MAX PERIMETER GAPS BETWEEN EDGES OF THE 240MMBOARD CONCRETE MASONRY UNIT FOUNDATION SUPALUX® AND THE SUBSTRATE

4000

18.

17.

SECTION A-1 (RIGHT)

CEMENT

UGL

200MM METALCRAFT ROUND DOWNPIPE NO FALLS LESS THAN 1:40 FALL REGULATED THROUGH CONNECTION TO TAPERED BEAM SERVICING RESIDENTIAL FACADE DOWNPIPE EXITS ALONG STRUCTURAL GRID COLUMNS REFER DETAIL 3 PAGE 2 FOR GUTTER

STRUCTURAL TUTOR: MATT D. SERVICES TUTOR: TERRY M. CONSTRUCTION TUTOR: BRUCE C.

100MM EXPOL THERMASLAB UNDERSLAB INSULATION

NDATION

15.

D3 Ceiling D3 Ceiling 1:10 RETAIL HEAD AND CEILING 1:10 RETAIL HEAD AND CEILING

ULATION

CRS MAX

14.

16.

ROLLER BLIND SERVICE FOR GYMNASIUM PRIVACY MODULATION

O TNZF/2 CATIONS

8. 9. 10.

60MM X 250MM EASYSTEEL COLD FORMED CHANNEL-PLAIN BOLTED TO TAPERED BEAM @ 1200MM CRS

1. 2. 3. 4. 5.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF ANY FFL WORK ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE 6. 4000 BEFORE COMMENCING WORK ANY DISCREPANCIES SHALL BE IMMEDIATELY NOTIFIED TO7. THE ARCHITECT IN WRITING DO NOT SCALE FROM THIS DRAWING 8. USE FIGURED DIMENSIONING ONLY 9. IF IN DOUBT CONSULT THE ARCHITECT, ANTON 10. ALIASHKEVICH THIS DRAWING REMAINS THE PROPERTY OF ANTON 11. ALIASHKEVICH AND MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION REFER TO STRUCTURAL ENGINEERS DRAWINGS AND 12. SPECIFICATIONS REFER TO SERVICE CONSULTANTS DRAWINGS AND 13. SPECIFICATIONS FOR ALL SERVICES AND EQUIPMENT REQUIREMENTS ALL WORK SHALL COMPLY WITH NZBC, ALL RELEVANT 14. LOCAL AUTHORITY BYLAWS, NZS3604 AND XALL RELEVANT 650MM X 250 MM TO 300MM 250MM STANDARDS TAPERED STEEL BEAM. REFER STRUCTURAL ALL WORK TO BE CARRIED ENGINEERS OUT IN ACCORDANCE DRAWINGS WITH 15. DRAWINGS AND SPECIFICATIONS PROVIDED ALL FACADE SYSTEMS BE TESTED IN ACCORDANCE 16. 60MM X 250MMTO EASYSTEEL COLD FORMED WITH AS/NZ4284 BEFORE COMMENCEMENT ON SITE CHANNEL-PLAIN BOLTED TO TAPERED BEAM ALL TIMBER FRAMING SHALL BE H1.2 TREATED GRADED 17. @ 1200MM CRS SG-8 @ 600 CENTRES AND DRAWGS @ 900 CENTRES UNLESS STATED OTHERWISE ALL UNITS 200MM ARE IN METALCRAFT MILLIMETERS ROUND UNLESS DOWNPIPE STATED 18. OTHERWISE

6. 7.

650MM X 250 MM TO 300MM X 250MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

Notes:

STRUCTURAL TUTOR: FIXING 14G X MATT 100MMD.GALVANISED INTEGRA SERVICES TUTOR: TERRY M. SCREWS CONSTRUCTION TUTOR: BRUCE C.

+2700

ROLLER BLIND SERVICE FOR GYMNASIUM PRIVACY MODULATION

SUB SOIL DRAIN

TER DPC BARRIER

1. 2. 3. 4. 5.

IL DRAIN

TYPE: A NZS4210 28 DAYS NZS3604

FIXING 14G X 150 MM FIXING 14G INTEGRA X 100MM GALVANISED INTEGRA GALVANISED SCREWS SCREWS PERIMETER X 2 SCREWS

INTEGRA LWC FLOOR PANELS GREENSTUF ACOUSTIC INSULATION 140MM

NG WITH NE SEAL

BEDROOM

FIXING 14G X 150 MM GALVANISED INTEGRA SCREWS PERIMETER X 2 SCREWS

700

PANELS PANELS NTEGRA SCREWS ELS, AND F FLOOR) MPOUND. APPLIED PRIMER

Author

Floor Details

CHECKED: SCALE AT A1:

Checker As indicated REVISION:

PROJECT NO:

DATE:

DRAWN:

Issue Date DRAWING NO:

Author

CHECKED:

Checker REVISION:

039

APEX

EUROLINE CLIP

3°

16700

.9MM EUROLINE BATTENLOK VM ZINC ANTHRA FINISH E2/AS1 MINIMUM PITCH

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER KICKBACK SEALED AGAINST CLADDING

13MM PLYWOOD DURABARRIER UNDERLAY BUILDING WRAP GREENSTUF R2.9 INSULATION 115MM 45MM DHS PURLINS @ 450MM CRS

VENTILATION GAP

20MM XPS INSULATION METAL CEILING BATTENS

45MM DHS PURLINS @ 30MM CRS BOLTED TO TRUSS FLANGES ROOF UNDERLAY

400MM X 250MM T TAPERED STEEL STRUCTURAL EN

NUWALL MONO200 CLADDING TITANIA FINISH FIXINGS AT 300MM CRS

FFL

25MM CAVITY BATTEN H3.2

16000

60MM X 250MM EA FORMED CHANNE TAPERED BEAM @

ROLLFORMING C SUPPORT CLIPPE ANGLE @ 400MM

NUWALL MONO20 FINISH

METALCRAFT STA FLASHING. SILICO AROUND PERIME

METALCRAFT CU FLASHING WITH S

NUWALL MONO20 FINISH WITH DUR CAVITY SPACERS FIXINGS AT 200M

TREAT ALL NUWA WITH HOLDFAST

COUNTERSUNK SCREW

48MM NULOOK W FLASHING

60MM X 250MM EASYSTEEL COLD FORMED CHANNEL-PLAIN BOLTED TO TAPERED BEAM @ 1200MM CRS AIR GAP

400MM X 250MM TO 150MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

50MM C-PLATE WELDED TO CHANNEL

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER DRIP EDGE TO LESSEN WATER FALL ON BALCONY

GREENSTUF R2.9 INSULATION 115MM ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS

10°

NUWALL MONO200 CLADDING TITANIA FINISH

D1 1:5

Roof

BALCONY OVERHANG ROOF

RL +1200

SEAMLESS TEMPASCREEN FINISH 655

TFL

TREAT ALL NUWALL CLADDING CUTS WITH HOLDFAST METALEX CLEAR

12000

3°

15MM TEMPAPRINT AND TEMPASCREEN CERAMIC FRIT TOUGHENED SAFETY GLASS

140MM THERMAL BREAK GREENSTUF ACOUSTIC INSULATION

6MM MINIMUM STEEL FLANGE SUPPORTING BALUSTRADE M12 BOLT

130MM X 45MM ALUMINUM EXTRUDED BOXED HEADER SUPPORTING OUTDOOR INTEGRA FLOORING, BOLTED TO TAPERED BEAM

REAR SPACER WITH FOAM TAPE LAYER BETWEEN THE CLAMP AND STEEL STEEL CLIP ANGLE WITH WELDED BAR FOR CLADDING SUPPORT FROM TAPERED BEAM

300MM X 250MM TO 100MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

NUWALL MONO200 CLADDING TITANIA FINISH WITH DURABARRIER UNDERLAY CAVITY SPACERS WITH 25MM AIR GAP FIXINGS AT 200MM CRS

28MM NULOOK W FLASHING WITH S BETWEEN INDOO INTEGRA FLOORI

250

60MM X 250MM EASYSTEEL COLD FORMED CHANNEL-PLAIN BOLTED TO TAPERED BEAM @ 1200MM CRS

ARDEX 1MM WATERPROOF MEMBRANE ON INTEGRA FLOORING

FIXING 14G X 100MM GALVANISED INTEGRA SCREWS WITH SILICONE SEAL

BA130 MECHFIX CHANNEL BALUSTRADE SYSTEM BALUSTER CLAUSE F4

AIR GAP

3°

ARDEX 1MM WAT ON INTEGRA FLO

THERMAL BREAK

50MM C-PLATE WELDED TO CHANNEL TO SUPPORT NUWALL CLADDING METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER

200MM METALCRAFT ROUND DOWNPIPE NO FALLS LESS THAN 1:40 FALL REGULATED THROUGH CONNECTION TO TAPERED BEAM SERVICING RESIDENTIAL BALCONY DOWNPIPE EXITS ALONG STRUCTURAL GRID COLUMNS

COUNTERSUNK SCREW

130MM X 45MM AL BOXED HEADER SUPPORTING OU FLOORING, BOLT

300MM X 250MM T TAPERED STEEL STRUCTURAL EN

10°

D2 1:5

D3 Bal 1:10 SL

Balcony

RESIDENTIAL BALCONY

Fig 3.09 - Balcony and Overhang details

Notes: EUROLINE CLIP

EUROLINE CLIP

TTENLOK VM ZINC ANTHRA FINISH S1 MINIMUM PITCH

.9MM EUROLINE BATTENLOK VM ZINC ANTHRA FINISH E2/AS1 MINIMUM PITCH

13MM PLYWOOD

3°

GREENSTUF R2.9 INSULATION 115MM

.9MM EUROLINE BATTENLOK VM ZINC 3° ANTHRA FINISH E2/AS1 MINIMUM PITCH

13MM PLYWOOD

DERLAY BUILDING WRAP

DURABARRIER UNDERLAY BUILDING WRAP

NSULATION 115MM

45MM DHS PURLINS @ 450MM CRS

20MM XPS INSULATION

GREENSTUF R2.9 INSULATION 115MM

INS @ 450MM CRS

METAL CEILING BATTENS

45MM DHS PURLINS @ 450MM CRS

M XPS INSULATION

20MM XPS INSULATION

CEILING BATTENS

1. 2. 3. 4. 5.

.9MM EUROLINE BATTENLOK VMON ZINC THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SITE PRIOR TO COMMENCEMENT OF ANYANTHRA WORK FINISH ALL DIMENSIONS AND LEVELS TO E2/AS1 BE CHECKED SITE MINIMUMON PITCH BEFORE COMMENCING WORK 45MM DHS PURLINS @ 450MM CRS ANY DISCREPANCIES SHALL BE IMMEDIATELY NOTIFIED TO THE ARCHITECT IN WRITING 20MM XPS INSULATION DO NOT SCALE FROM THIS DRAWING USE FIGURED DIMENSIONING ONLY METAL CEILING BATTENS IF IN DOUBT CONSULT THE ARCHITECT, ANTON ALIASHKEVICH THIS DRAWING REMAINS THE PROPERTY OF ANTON ALIASHKEVICH AND MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION REFER TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS REFER TO SERVICE CONSULTANTS DRAWINGS AND SPECIFICATIONS FOR ALL SERVICES AND EQUIPMENT REQUIREMENTS ALL WORK SHALL COMPLY WITH NZBC, ALL RELEVANT FFL LOCAL AUTHORITY BYLAWS, NZS3604 AND ALL RELEVANT STANDARDS 16000 ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS PROVIDED ALL FACADE SYSTEMS TO BE TESTED IN ACCORDANCE WITH AS/NZ4284 BEFORE COMMENCEMENTROOF ON SITE TRUSS ALL TIMBER FRAMING SHALL BE H1.2 TREATED GRADED PRYDA CUSTOM ROOF TRUSS MONO PITCH SG-8 @ 600 CENTRES AND DRAWGS @ 900 CENTRES SUPPORT SYSTEM SPAN 10000MM MAX UNLESS STATED OTHERWISE BOTTOM CORD BOLTED TO STRUCTURAL COLUMNS ALL UNITS ARE IN MILLIMETERS UNLESS VERTICAL MEMBERS 50MM STATED @ 1200MM CRS OTHERWISE

8. 9. 10. 11.

METAL CEILING BATTENS

12. 13.

ROOF TRUSS RUSS MONO PITCH PAN 10000MM MAX CTURAL COLUMNS M @ 1200MM CRS B MEMBERS 25MM EPROOFING ROOF TRUSS COATING

400MM X 250MM TO 150MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS

50 25

16000

10°

METALCRAFT CUSTOM DRIP EDGE FLASHING WITH SILICONE SEALANT

NUWALL MONO200 CLADDING TITANIA FINISH WITH DURABARRIER UNDERLAY CAVITY SPACERS WITH 25MM AIR GAP FIXINGS AT 200MM CRS

10°

12. 13. 14. 15. 16. 17.

18.

48MM NULOOK WEATHERTIGHT HEAD FLASHING

RL +2700

600

ROLLER BLIND SERVICE ZONE FOR BEDROOM PRIVACY

SUN GUARD - SNX 50/23 LOW-E COATING DOUBLE GLAZED GLASS PANELS. REFLECTS HEAT AND LIGHT, LESS GLARE INSIDE

SECTION A-1 (LEFT)

SCALE 1:200

SECTION A-1 (LEFT)

SCALE 1:200

NULOOK WEATHERTIGHT™JAMB, SILL, HEAD IN MATTE BLACK FINISH SLIDING & STACKER DOORS

ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS

CLADDING TITANIA FINISH

NUWALL MONO200 CLADDING TITANIA FINISH

BEDROOM BALCONY

BEDROOM 2090

2090

BALCONY 20

TFL

12000

3°

0MM GALVANISED TH SILICONE SEAL

ARDEX 1MM WATERPROOF MEMBRANE ON INTEGRA FLOORING

FIXING 14G X 100MM GALVANISED INTEGRA SCREWS WITH SILICONE SEAL

M THERMAL BREAK USTIC INSULATION

REV

DESCRIPTION

STATUS:

1000

130MM X 45MM ALUMINUM EXTRUDED BOXED HEADER SUPPORTING OUTDOOR INTEGRA FLOORING, BOLTED TO TAPERED BEAM

O 100MM X 150MM EEL BEAM. REFER NEERS DRAWINGS

FIXING 14G X 150 MM GALVANISED INTEGRA SCREWS PERIMETER X 2 SCREWS

3°

ARDEX 1MM WATERPROOF MEMBRANE ON INTEGRA FLOORING THERMAL BREAK

130MM X 45MM ALUMINUM EXTRUDED BOXED HEADER SUPPORTING OUTDOOR INTEGRA FLOORING, BOLTED TO TAPERED200MM BEAM METALCRAFT ROUND DOWNPIPE NO FALLS LESS THAN 1:40 REGULATED THROUGH CONNECTION TO 300MM X 250MM TO 100MM XFALL 150MM TAPERED BEAM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS SERVICING DRAWINGS RESIDENTIAL BALCONY DOWNPIPE EXITS ALONG STRUCTURAL GRID COLUMNS

28MM NULOOK WEATHERTIGHT SILL FLASHING WITH SILICONE SEAL BETWEEN INDOOR AND OUTDOOR INTEGRA FLOORING

FIXING 14G X 100MM GALVANISED INTEGRA SCREWS

Auckland Transport

GREENSTUF ACOUSTIC INSULATION 140MM

697 Manukau Road Royal Oak, 1345

SITE:

Residential Balcony

TITLE:

SCALE AT A1:

PORTFOLIO - ANTON ALIASHKEVICH

As indicated

Fig 3.10 - Balcony door detail

Auckland Transport

140MM X 35MM JOIST @ 2100MM SPAN @ 450MM CRS

SITE:

CLIENT:

TFL 12000

GREENSTUF ACOUSTIC INSULATION 140MM

300MM X 250MM TO 100MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

D3 Balcony 6 1:10 SLIDING DOOR

FIXING 14G X 100MM GALVANISED INTEGRA SCREWS

ARCHITECT:

TITLE:

D3 Balcony 1:10 SLIDING DOOR

12 Monteith Grove Brooklyn, 6021 021 1112 988 www.antonaliashkevich.com

INTEGRA LWC FLOOR PANELS CLIENT:

ARCHITECT:

130MM X 45MM ALUMINUM EXTRUDED BOXED HEADER SUPPORTING OUTDOOR INTEGRA FLOORING, BOLTED TO TAPERED BEAM

DATE

A nt on A l i as hk e vi c h

SCREWS

140MM X 35MM JOIST @ 2100MM SPAN @ 450MM CRS

THERMAL BREAK

Preliminary

CARPET (BEDROOM APPLIED IN ALL BEDROOMS)APPLIED ON 13MM CARPET NOISE BARRIER

TFL

ARDEX 1MM WATERPROOF MEMBRANE ON INTEGRA FLOORING

DESCRIPTION

STATUS:

FIXING 14G X 150 MM GALVANISED

12000

3°

REV

12 Monteith Grove Brooklyn, 6021 021 1112 988 3MM A-Z FLOORING MISSION BAY CAVIAR www.antonaliashkevich.com

INTEGRA LWC FLOOR PANELS

28MM NULOOK WEATHERTIGHT SILL FLASHING WITH SILICONE SEAL BETWEEN INDOOR AND OUTDOOR INTEGRA FLOORING

DATE

AnINTEGRA ton AliasSCREWS hk evi ch PERIMETER X 2

3MM A-Z FLOORING MISSION BAY CAVIAR CARPET (BEDROOM APPLIED IN ALL BEDROOMS)APPLIED ON 13MM CARPET NOISE BARRIER

300MM X 250MM TO 100MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

Preliminary

140MM THERMAL BREAK GREENSTUF ACOUSTIC INSULATION

MINUM EXTRUDED BOXED HEADER UTDOOR INTEGRA O TAPERED BEAM

ROUND DOWNPIPE LS LESS THAN 1:40 H CONNECTION TO TAPERED BEAM LCONY DOWNPIPE AL GRID COLUMNS

11.

GREENSTUF R2.9 INSULATION 115MM

OLD HAT SECTION TO COLD FORMED GLE @ 400MM CRS

ROOF MEMBRANE TEGRA FLOORING

8. 9. 10.

275MM X 45MM ALUMINUM EXTRUDED BOXED HEADER

NULOOK WEATHERTIGHT™JAMB, SILL, HEAD IN MATTE BLACK FINISH SLIDING & STACKER DOORS

TFL

SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB FYRELINE CEILING ON RONDO SYSTEM TO ALL RESIDENTIAL UNITS

400MM X 250MM TO 150MM X 150MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

NSULATION 115MM

ROLLER BLIND SERVICE ZONE FOR BEDROOM PRIVACY

600

O 150MM X 150MM EEL BEAM. REFER NEERS DRAWINGS

STRUCTURAL TUTOR: MATT D. SERVICES TUTOR: TERRY M. CONSTRUCTION TUTOR: BRUCE C.

650MM X 250MM BEAM WITHOUT 5 SINUSOIDAL OPENINGS. REFER STRUCTURAL ENGINEERS DRAWINGS D3 SUPALUX 120 MINUTE FIRE RESISTANCE STRUCTURAL STEEL BEAM CLADDING REFER DETAIL 4 PAGE 3

+2700

275

TREAT ALL NUWALL CLADDING CUTS WITH HOLDFAST METALEX CLEAR

48MM NULOOK WEATHERTIGHT HEAD FLASHING

SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB FYRELINE CEILING ON RONDO SYSTEM TO ALL RESIDENTIAL UNITS

NUWALL MONO200 CLADDING TITANIA FINISH WITH DURABARRIER UNDERLAY CAVITY SPACERS WITH 25MM AIR GAP 275 FIXINGS AT 200MM CRS

TREAT ALL NUWALL CLADDING CUTS WITH HOLDFAST METALEX CLEAR

STRUT WEB MEMBERS 25MM ≈ 20MM ISOLATEK® TYPE 300 FIREPROOFING ROOF TRUSS COATING

275MM X 45MM ALUMINUM EXTRUDED BOXED HEADER

ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER

METALCRAFT CUSTOM DRIP EDGE FLASHING WITH SILICONE SEALANT

18.

SUPALUX 120 MINUTE FIRE RESISTANCE STRUCTURAL STEEL BEAM CLADDING REFER DETAIL 4 PAGE 3

60MM X 250MM EASYSTEEL COLD FORMED CHANNEL-PLAIN BOLTED TO TAPERED BEAM @ 1200MM CRS

NUWALL MONO200 CLADDING TITANIA FINISH

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER

17.

1. 2. 3. 4. 5.

372

NUWALL MONO200 CLADDING TITANIA FINISH

16.

650MM X 250MM BEAM WITHOUT SINUSOIDAL OPENINGS. REFER STRUCTURAL ENGINEERS DRAWINGS

372

16000

FFL

14. 15.

60MM X 250MM EASYSTEEL COLD FORMED CHANNEL-PLAIN BOLTED TO TAPERED BEAM @ 1200MM CRS

FFL

FFL 16000

Notes:

STRUCTURAL TUTOR: MATT D. SERVICES TUTOR: TERRY M. CONSTRUCTION TUTOR: BRUCE R2.9 C. INSULATION 115MM GREENSTUF

PROJECT NO:

DATE:

DRAWN:

Issue Date DRAWING NO:

Author

697 Manukau Road Royal Oak, 1345 Residential Balcony

CHECKED:

Checker REVISION:

SCALE AT A1:

As indicated PROJECT NO:

DATE:

DRAWN:

Issue Date DRAWING NO:

Author

CHECKED:

Checker REVISION:

041

2 X 13MM GIB FYRELINE ON BOTH SIDES FOR INTERTENANCY WALL

APARTMENT 3

90MM GREENSTUF R2.3 WALL INSULATION 90MM X 45MM H3.2 TIMBER STUD

APARTMENT 2

45MM DHS ALUMINUM STUDS @ 300MM CRS FRAMING. NUWALL MONO200 CLADDING SCORIA FINISH FIXINGS AT 300MM CRS GREENSTUF ACOUSTIC INSULATION 140MM

140MM X 35MM JOIST @ 2100MM SPAN @ 450MM CRS

300MM X 200MM CUSTOM STEEL SECTION SUPPORTING GUTTER AND ANGLE OF THE FACADE BOLTED @ 600MM CRS TO BEAM

25MM CAVITY BATTEN H3.2

650MM X 250 MM TO 300MM X 250MM TAPERED STEEL BEAM. REFER STRUCTURAL ENGINEERS DRAWINGS

45MM DHS PURLINS @ 300MM CRS FRAMING. 1240MM HIGH, BOLTED TO I BEAM GREENSTUF R2.9 INSULATION 115MM

SUSPENDED GRID RONDO 308 600MM X 600MM SUSPENDED 13MM GIB FYRELINE CEILING ON RONDO SYSTEM TO ALL RESIDENTIAL AND RETAIL UNITS 200MM X 250MM I-BEAM SECTION SUPPORTING RESIDENTIAL FACADE AND BALCONY. ISOLATEK FINISH, BOLTED TO TAPERED BEAM

APARTMENT 4

NUWALL MONO200 CLADDING TITANIA FINISH FIXINGS AT 300MM CRS

NUWALL MONO200 CLADDING TITANIA FINISH REFER DETAIL 2 PAGE 4

ROLLER BLIND SERVICE ZONE FOR BEDROOM PRIVACY

APARTMENT 1

140MM X 350MM METALCRAFT BOX GUTTER SERVICING RESIDENTIAL FACADE WALL FALL REGULATED BEHIND NUWALL WITHIN OPEN AIR SPACE NO FALLS LESS THAN 1:40

NULOOK WEATHERTIGHTâ&#x201E;¢ SLIDING & STACKER DOORS REFER DETAILS 1,2,3 PAGE 2

INTERMEDIATE GUTTER SUPPORTS AT 1200MM CENTERS SUPPORTING CLADDING AND GUTTER IN SHAPE

3MM A-Z FLOORING MISSION BAY CAVIAR CARPET (BEDROOM APPLIED IN ALL BEDROOMS) 13MM CARPET NOISE BARRIER

75 MM INTEGTRA LIGHTWEIGHT CONCRETE SLAB FLOOR SYSTEM REFER DETAIL 4 PAGE 3

650MM X 250MM CASTELLATED BEAM WITH SINUSOIDAL OPENINGS REFER STRUCTURAL ENGINEERS DRAWINGS DATA, ELECTRICAL, VENTILATION, SPRINKLER SYSTEM CAN RUN SEAMLESSLY ABOVE THE CEILING UNNOTICED

BA130 MECHFIX CHANNEL BALUSTRADE SYSTEM IN FRONT OF SLIDING DOOR 1200MM BALUSTER CLAUSE F4 METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER DRIP EDGE TO LESSEN WATER FALL ON PEDESTRIAN WALKWAY

650MM X 250MM BEAM WITHOUT SINUSOIDAL OPENINGS. REFER STRUCTURAL ENGINEERS DRAWINGS SUPALUX 120 MINUTE FIRE RESISTANCE STRUCTURAL STEEL BEAM CLADDING REFER DETAIL 4 PAGE 3 200MM METALCRAFT ROUND DOWNPIPE NO FALLS LESS THAN 1:40 FALL REGULATED THROUGH CONNECTION TO TAPERED BEAM SERVICING RESIDENTIAL FACADE DOWNPIPE EXITS ALONG STRUCTURAL GRID COLUMNS REFER DETAIL 3 PAGE 2 FOR GUTTER

GYMNASIUM

ROLLFORMING COLD HAT SECTION SUPPORT CLIPPED TO COLD FORMED ANGLE @ 400MM CRS NULOOK SHOPFRONT 100MM JAMB, SILL, HEAD IN MATTE BLACK FINISH REFER DETAIL 2,3 PAGE 3 400MM X 400MM WIDE FLANGE STEEL COLUMNS. REFER STRUCTURAL ENGINEERS DRAWINGS SUN GUARD - SNX 50/23 LOW-E COATING DOUBLE GLAZED GLASS PANELS. REFLECTS HEAT AND LIGHT, LESS GLARE INSIDE

TREAT ALL NUWALL CLADDING CUTS WITH HOLDFAST METALEX CLEAR NUWALL MONO200 CLADDING TITANIA FINISH

D1 Residential Facade West 1:20 RESIDENTIAL FACADE ASSEMBLY

Fig 3.11 - Exploded isometric section construction

D2 --

Notes: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

18.

N H3.2

25MM CAVITY BATTEN H3.2

M CRS D TO I BEAM

45MM DHS PURLINS @ 300MM CRS FRAMING. 1240MM HIGH, BOLTED TO I BEAM

115MM

GREENSTUF R2.9 INSULATION 115MM

DDING FINISH M CRS

NUWALL MONO200 CLADDING TITANIA FINISH FIXINGS AT 300MM CRS

APARTMENT 4

T BOX UTTER WALL UWALL SPACE N 1:40

140MM X 350MM METALCRAFT BOX GUTTER SERVICING RESIDENTIAL FACADE WALL FALL REGULATED BEHIND NUWALL WITHIN OPEN AIR SPACE NO FALLS LESS THAN 1:40

TS AT RTING SHAPE

INTERMEDIATE GUTTER SUPPORTS AT 1200MM CENTERS SUPPORTING CLADDING AND GUTTER IN SHAPE

TRADE DOOR 200MM USE F4

BA130 MECHFIX CHANNEL BALUSTRADE SYSTEM IN FRONT OF SLIDING DOOR 1200MM BALUSTER CLAUSE F4

EDGE PLIED METER LL ON KWAY

METALCRAFT STAINLESS STEEL EDGE FLASHING. SILICONE SEALANT APPLIED AROUND PERIMETER DRIP EDGE TO LESSEN WATER FALL ON PEDESTRIAN WALKWAY

Notes:

STRUCTURAL TUTOR: MATT D. SERVICES TUTOR: TERRY M. CONSTRUCTION TUTOR: BRUCE C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE BEFORE COMMENCING WORK ANY DISCREPANCIES SHALL BE IMMEDIATELY NOTIFIED TO THE ARCHITECT IN WRITING DO NOT SCALE FROM THIS DRAWING USE FIGURED DIMENSIONING ONLY IF IN DOUBT CONSULT THE ARCHITECT, ANTON ALIASHKEVICH THIS DRAWING REMAINS THE PROPERTY OF ANTON ALIASHKEVICH AND MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION REFER TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS REFER TO SERVICE CONSULTANTS DRAWINGS AND SPECIFICATIONS FOR ALL SERVICES AND EQUIPMENT REQUIREMENTS ALL WORK SHALL COMPLY WITH NZBC, ALL RELEVANT LOCAL AUTHORITY BYLAWS, NZS3604 AND ALL RELEVANT STANDARDS ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS PROVIDED ALL FACADE SYSTEMS TO BE TESTED IN ACCORDANCE WITH AS/NZ4284 BEFORE COMMENCEMENT ON SITE ALL TIMBER FRAMING SHALL BE H1.2 TREATED GRADED SG-8 @ 600 CENTRES AND DRAWGS @ 900 CENTRES UNLESS STATED OTHERWISE ALL UNITS ARE IN MILLIMETERS UNLESS STATED OTHERWISE

1. 2. 3. 4. 5.

6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

18.

REV

STATUS:

DESCRIPTIO DE

Preliminar Prelim

REV

STATUS:

DESCRIPTIO DE

Preliminar Prelim A

1 B 0 w An

12 B 02 w

CLIENT:

Auckland Auckl Transport Trans CLIENT:

Auckland Auckl Transport Trans

ARCHITECT:ARCHITECT: REV STATUS:

DESCRIPTION

DATE

REV

DESCRIPTION

STATUS:

Preliminary

DATE

ARCHITECT:ARCHITECT: A nt on A l i as hk e vi c h

A nt on A l i as hk e vi c h

12 Monteith Grove Brooklyn, 6021 021 1112 988 www.antonaliashkevich.com

CLIENT:

SITE:

Auckland Transport

Auckland Transport TITLE: SITE:

697 Manukau Road

TITLE:

SCALE AT A1:

DATE:

Residential Facade West Issue PROJECT NO:

PORTFOLIO - ANTON ALIASHKEVICH

697 697 Manu RoyalRoyal Oak

TITLE: SITE:

697 697 Manu Facade Facad As RoyalRoyal Oak

ARCHITECT:

Residential Residential FacadeFacade West West Royal Oak, 1345 D2 D2 Facade Assembly - - - -RESIDENTIAL - - RESIDENTIAL FACADE FACADE IMPRESSION IMPRESSION D2 D2 Residential Residential Facade Facade West West - RESIDENTIAL FACADE IMPRESSION - - - RESIDENTIAL FACADE 1 05IMPRESSION D2 - -D2 Fig 3.12 - Isometric details perspective - - - -RESIDENTIAL - - RESIDENTIAL FACADE FACADE IMPRESSION IMPRESSION Residential Facade West

SITE:

CLIENT:

ARCHITECT:

SITE:

12 Monteith Grove Brooklyn, 6021 021 1112 988 www.antonaliashkevich.com

DRAWN:

Date

DRAWING NO:

Author

CHECKED:

SCALE AT SCALE A1: AT A1:DATE:

697 TITLE: Manukau TITLE: Road Royal Oak, 1345

SITE:

Issue D Facade Facad As

TITLE:

PROJECT NO: PROJECT NO: DRAWING N Facade Assembly

SCALE AT A1:

Checker

REVISION:

PROJECT NO:

DATE:

DRAWN:

CHECKED:

SCALE AT Author A1: SCALE Checker AT A1:DATE: Issue Date DRAWING NO:

REVISION:

Issue Da

PROJECT NO: PROJECT NO: DRAWING N

043

Humming Hataitai

Tutor: Sam Kebbell

The Humming Hataitai social space is an open program development that provides the neighborhood with a community contact point that is integrated with shared working, learning and creative spaces for the student demographic, while providing bar, cafes and a multi-functional theatre space for the local residents and visitors. These activities are integrated around a central courtyard space and connecting the two street fronts together though public walkways along the perimeter of the building facade. Hataitaiâ&#x20AC;&#x2122;s predominantly residential housing finished with gable roof structure was the main drive for the facade repetition. The implemented prefabricated angled stucco facade, reacts to the sites environmental conditions as the light progresses through the elbow space of the facade, continually changing the way the building blends on site. This formal quality provides an aesthetic style that is unique to Hataitai.

WAITOA ROAD

OVERTOUN TERRACE

MATAI ROAD

WAITOA ROAD

OVERTOUN TERRACE

MATAI RD

Fig 4.01 - Model form development on site, Surrounding site analysis

Fig 4.02 - Overtoun Terrace perspectives PORTFOLIO - ANTON ALIASHKEVICH

045

6 6

7 4

2 5

Section C

Section A

Section B

7 1. Car Park 2. Theatre 3. Cafe 4. Courtyard 5. Exhibition 6. Shared Spaces 7. Services 8. Walkway Fig 4.03 - Courtyard space, Aerial perspective, Isometric floor plans

1 2

Fig 4.04 - Gallery section, Green walkway, Exhibition space, Indoor outdoor flow to courtyard space PORTFOLIO - ANTON ALIASHKEVICH

047

Fig 4.05 - Facade model, Facade corner connection, Balcony detail, Longitudinal theatre section

Fig 4.06 - Green walkway stairwell, Roof detail, Facade construction development, Short courtyard section PORTFOLIO - ANTON ALIASHKEVICH

049

Sound Distillation Pavilion

Tutor: Simon Twose

The project is an experimentation with distilling sound around the Kelburn Hub into a pavilion space. The acoustic atmosphere morphed the design outcome in a way that the siteâ&#x20AC;&#x2122;s sound condition is reacting and integrated into the various geometries of the design. The pavilion draws its overall form from low and high frequencies based on the surrounding environment such as crowds, automobiles, vegetation and structures that were then simplified in to continuous, predictable, random and reflecting sound. This play with sound articulates contrasting pavilion spaces that reflects each unique interior and exterior condition.

Fig 5.01 - Early iteration sketches, Sound distillation projections

Fig 5.02 - MDF layered model on concrete base PORTFOLIO - ANTON ALIASHKEVICH

051

Fig 5.03 - Model form development through exterior sound

Fig 5.04 - Spaces developed through different acoustic atmospheres PORTFOLIO - ANTON ALIASHKEVICH

053

-1

Fig 5.05 - Isometric & birds eye floor plans

Fig 5.06 - Model on proposed site in Kelburn PORTFOLIO - ANTON ALIASHKEVICH

055

Fig 6.01 - Earthquake Museum Structural Model

Fig 6.02 - School of Music structural model

PORTFOLIO - ANTON ALIASHKEVICH

057

New Zealand Earthquake Museum

Lecturers: Daniele Abreu e Lima & Andrew Charleson

The New Zealand Earthquake Museum is located on the waterfront of Hataitai, Wellington. The concept of debris and rubble has been integrated into the spatial form and reinforced by the concrete structural elements of the design. The overall form reflects destruction while the exposed structure represents restoration. The facade reveals three different exposure zones which depicts the main three programme zones; exhibition space, memorial and educational and commercial facilities. The exhibition space is split across multiple levels where the lower levels are confined and progress to light as you pass through the journey. On the contrast, the memorial space is accessible to all elements through its circulation and develops different emotions to the visitors based on the sites daily environmental condition. Educational and commercial facilities are allocated around the perimeter of the design to provide more communal and day lit spaces.

Fig 6.03 - Early sketches, N-E-W-S elevations, Gib and concrete iteration casting

EARTHQUAKE MUSEUM

A.A.ALIASHKEVICH 300326424

WELLINGTON NEW ZEALAND N

EXHIBITIO

FL1200

ST AR

GF 100

DESCRIPTION OF PROJECT

NT WC

ECTO PROJ ROOM

The project was to develop the Earthquake Museum not only to the natural disaster but to New Zealand as well. Earthquake Museum will host three main activities; a permanent exhibition about earthquakes in New Zealand, a memorial to their victims, and an education space to preparedness for major disasters. The building has to be developed using reinforced concrete as main structure system and as the main formal language.

KITCH

SECOND FLOOR /// 10M FIRST FLOOR MEMORIAL /// 12M 0

FL 900

FL 100

OFFICE 10 CAP

FIRST FLOOR MEMORIAL /// 9M

OFFICE 8 CAP

EXHIBITIO

WC WC

OFFICE 10 CAP

FL9000 N

CAF E

EXHIBITIO

IT ROOM

GF 500

ME RO ETIN G CA OM P 20

KITCH

FIRST FLOOR /// 5M FIRST FLOOR MEMORIAL /// 6M 5000

OFFICE

STAFF

OFFICE

CAFE

E LECTUR 72 CAP

E LECTUR 74 CAP

ST OR

WC WC

CHILDREN N ATIO EDUC

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ROOM

STAFF WC

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AREA

BUILD

FL3000

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MAIN ENTRAN CE

GROUND FLOOR /// 0M FIRST FLOOR MEMORIAL /// 3M JOURNEY

GF 0

PTION

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ST ORA

MEMO

RECE

GROUND FLOOR AREA - 2430m2 GROSS FLOOR AREA - 8470m2 SITE ELEVATION - 2m SCALE 1:500 ALL UNITS IN MM (MILLIMETERS)

GROUND FLOOR MEMORIAL /// 0M

SITE LOCATION /// SCALE 1:500 /// ALL UNITS IN MM (MILLIMETERS)

RAT AR OA D

RK COG PA

ANS 397 EV 393 -

RA BAY PA

TON LING WEL T CENTRE CADE

N A

SECTIO

SECTIO A

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45°

22.5°

SOUTH

67.5°

3000

SIGHT PLATFORM

EXHIBITON

5000

3000

ACC RAMP

ACC WC SHWR

EXHIBITON

CAFE

3000

OFFICE CAP 20

ACC WC SHWR

3000

5000

JOURNEY

BUILDING EQ

CHILDREN EDUCATION

OFFICE

CAFE

JOURNEY

MEMORIAL

MAIN HALL

Well compacted granular fill

600

4000

1000 1000

Rafter to piles foundation

SECTION A-A /// SCALE 1:125 /// ALL UNITS IN MM (MILLIMETERS) Concrete retainning wall

Rock or stiff clay soil

Fig 6.04 - Final 1m x 1m presentation board PORTFOLIO - ANTON ALIASHKEVICH

059

Fig 6.05 - Exhibition space, Daylighting penetration, Skylights between structure

Fig 6.06 - Yacht view, Memorial walkway, Memorial courtyard, Park walkway PORTFOLIO - ANTON ALIASHKEVICH

061

Fig 6.07 - Great Harbour Way perspective

Fig 6.08 - Longitudinal section, Ocean connection, Children play area, Vertical louver daylight penetration, Accessible memorial walkway PORTFOLIO - ANTON ALIASHKEVICH

063

New Zealand School of Music

Lecturers: Daniele Abreu e Lima & Andrew Charleson

The New Zealand School of Music is located on the corner of Leeds and Ghuznee Street and is inspired by the arts and creativity of Cuba Street and surrounding historical industrial neighbourhood. The form of the building continued the idea of hidden corners and pathways that can be found a street and inherits them as part of the design that allows social interaction within the public spaces of the building. This alleyway split leads the guests to a centralized courtyard circulation space that links all the programmes as a whole. The programmes include: Two auditorium spaces which are sunk beneath the building provide minimal acoustic discomfort to neighbours and students; Library cantilevered over a public gathering space for maximum daylight efficiency; Teaching and practice areas are split across the two wings of the facade and interconnected through bridge-ways that allow contact at the ground level.

Fig 7.01 - SOM elevations

K WC

WC O

OO FT

IC RV

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WC x 4 LUNCHROOM x 1 KITCHENETTE x 1 OFFICE x 16 ELEVATOR x 3 CAFE X 1 ROOFTOP GARDEN x 1

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TE H AC

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WC x 4 LUNCHROOM x 1 KITCHENETTE x 1 OFFICE x 14 OUTDOOR AREA X 1 LIBRARY READING x 1 POST GRAD x 11 MEETING ROOM x 2 STORAGE x 2

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SITE LOCATION

REC

WC x 8 OFFICES x 7 RECEPTION x 1 PA OFFICE x 1 PERFORMANCE x 1 CAFE x 1 BIKE PARK x 1 LOCKERS x 1

Y Y RIT CU ENTR SE T IS ART

9M ASL (ABOVE SEA LEVEL) SECTIONS C, D, E & F refer to presentation ALL UNITS IN MM (MILLIMETERS) GROUND FLOOR AREA --- 2200M2 GROSS FLOOR AREA--- 9650M2

F E B

C GH

RIO

LEEDS STREET PERSPECTIVE

CORNER OF GHUZNEE & LEEDS STREET PERSPECTIVE

WC x 4 AUD 600 x 1 AUD 200 x 1 VIP x 5 CONTROL ROOM x 2 CREW x 1 PRACTICE x 3 CHANGE ROOM x 2

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PA OFFICE

RECEPTION

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5M FIRST FLOOR

SECTION B-2

Fig 7.02 - Final presentation board 1m x 0.7m PORTFOLIO - ANTON ALIASHKEVICH

STAGE

BACKSTAGE

VIP

AUD 600

REHERSAL

AUD 200

CREW

-10M UNDERGROUND FLOOR

BACKSTAGE

-5M UNDERGROUND FLOOR

BEDROCK FOUNDATION

MEETING

POST GRAD

LIBRARY READING CAFE

LIBRARY BOOKS

10M SECOND FLOOR

TEACHING

OFFICE

ELEVATOR

OFFICE

COMPUTER ROOM

15M THIRD FLOOR

STAGE

SECTION A-1

EQUIPMENT STORAGE

BIKE PARK

DROP OFF / ARTIST ENTRY

LOCKERS

OFFICE

20 ROOF HEIGHT

065

Fig 7.03 - Theatre short sections, 600 person auditorium

Fig 7.04 - SOM teaser under construction, Students lecture theatre PORTFOLIO - ANTON ALIASHKEVICH

067

Fig 7.05 - Vertical Courtyard and student facilities section, Leeds street connection, Courtyard sky garden bridging

Fig 7.06 - Cantilevered public library, Courtyard bridging to auditorium space, Student communal and music rooms PORTFOLIO - ANTON ALIASHKEVICH

069

Process of Design

Modelling, sketching and other works

Fig 8.01 - Thesis social interaction in spaces and planning stages

Fig 8.02 - Ablution block final presentation with model located on Waterloo Quay, Wellington (2013) PORTFOLIO - ANTON ALIASHKEVICH

071

Fig 8.03 - Elements paper model, Abstract form iterations derived from Hataitai site analysis

Fig 8.04 - Waitangi Park pavilion extension from wetlands, Axonometric paper model assembly, Childrenâ&#x20AC;&#x2122;s rock climbing paper sculpture PORTFOLIO - ANTON ALIASHKEVICH

073

Fig 8.05 - Royal Oak Light Rail Hub interactable model and site relationship

Fig 8.06 - 3D printed infill house model on sectional base, Early sketch ideas PORTFOLIO - ANTON ALIASHKEVICH

075

Fig 8.07 - Humming Hataitai programme model and topography site analysis model

Fig 8.08 - Earthquake Museum site model on CNC routered foam, Social interaction study, Humming Hataitai early form play PORTFOLIO - ANTON ALIASHKEVICH

077

Thank you for your time.

CONTACT E: anton.al95@gmail.com T: +64 021 111 2988

OTHER WORK LINKS University Projects Cargo Collective

Thesis

Architecture of Interaction: Rethinking Moscowâ&#x20AC;&#x2122;s Apartments

Home Project B12

Fig 8.09 - Khrushchyovka sectional model PORTFOLIO - ANTON ALIASHKEVICH

079