Dominic Trewavas Portfolio by Dominic Trewavas

DT SELECTED WORKS 2014-2017

DOMINIC TREWAVAS Architectural Graduate Portfolio Selected works 2014-2017

CONTENTS

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THE STREET FAIR EXPERIENCE Dominic Trewavas 300255253 Arci 212 Project 2

THE EXHIBITION The Exhibition follows the movement described by the two taniwha in the narrative, a perforated concrete faรงad used to provide a spiritual ambiance

Kingspan Trapezoidal KS1000 RW insulated roofing system Fletchers Smartfit 1800x1200 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish Fletchers Smartfit 2850x1500 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish Fletchers Smartfit 1800x700 35mm. Platform Double Glazed Aluminium Framed with a Black Anotic Finish Fletchers Smartfit 1200x1200 35mm . Platform Double Glazed Aluminium Framed with a Black Anotic Finish Fletchers Smartfit 3800x1700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish Aluminium Frame Black Anotic with 38mm Eurostyle Clad Exterior, 12mm Ply Interior 860 x 1991

Project:

Address:

Lightbox

South Elevation 1 : 200

Followed by Construction Detailing and Work Experience.

27 Resolution Street Lyall Bay Wellington

Drawing:

Drawn By:

Group Sheet 2

Checked By:

LIVING, KITCHEN AND DINING PERSPECTIVE - SEMI PUBLIC

CAD Filename:

Drawn Scale:

Reduced Scale:

1 : 200

Project No.

0001

Date:

04/26/16 Sheet No:

A002

Dominic Trewavas 300255253

Revision:

Dominic Trewavas

LA TE NT IN T HE F L AX Masters Research 3.

This research thesis looks at the potential to use computational tools and methods in association with Maori knowledge (mātauranga māori). It explores traditional weaving techniques and patterns as a means of understanding how weaving and woven structures (Hinaki etc.) Can influence architectural topological forms, by incorporating systems such as structure, aperture, fenestration, and construction directly into the geometry of the design.

2. 4.

This thesis initiates an investigation into a pavilion for the people of Te Arawa at the Māori Institute of Arts and Crafts. The design is amalgamated into a rich cultural territory connected to the narratives of the past, present and questions the future of indigenous design.

A series of design iterations and materials studies both in analogue and digital formats will contribute to the large scale prototyping and fabrication of non-linear self-supporting structures. The work will be supported by optimisation software (Rhinoceros & Grasshopper/ Galapagos, Silvereye and Opossum) for finite element analysis (FEA) and formal optimisation. Both subtractive (CNC Milling) and additive (3d printing) manufacturing methods will be used to explore material effects and performance.

In summary, this research explores the potential for indigenous development, cultural empowerment and innovation. As part of SITUA it combines the potential of academia and indigenous groups to foster new knowledge through the exploration of emergent materials and building systems located within specific tribal domain. GSEducationalVersion

Steel Column to Foundation

1. 20mm Interior shell panel flax muka lashed to steel frame. 2. Custom steel bracket N/B/W fix to Portal frame 3. 250mm deep high grade stainless steel portal frame with custom fabricated profile 4. 20mm Exterior shell panel 5. Tension tie chemset into to foundation wall 6. 350mm High Concrete Foundation

Aâ&#x20AC;&#x2122;

Panel Count: 1144 Maximum size: 2300 x 1200* Minimum size: 500 x 200* Points were measured at widest points as shapes are irregular

Fabrication Axonometric Plywood Panelling - Outer Shell

THE OLD, THE NEW AND THE GROTESQUE Focusing on the intent to examine the historic grid morphology of Rome and to produce from it an unexpected experience and emblem for the city. The historic grid layout of Historic Rome captures pedestrians in a labyrinth of hard edged buildings with solid facades until the reach courtyards or large public space which are immersed in light. This project looks at focusing on the properties edge and courtyard spaces. A series of initial studies were made to extract lines that make up of the courtyard contours. These existing contours of the city are broken apart, redrawn and fused together to produce are imagined shape for the building. A figure ground study of the city revealed how light is capitalized on through inner courtyards and how the buildings have a strong presence along the street and property edge. By looking at the ontology of these arrangements these objects have begun to be broken down and built back up and applied to site to create a new spatial experiences based on different conditions around context, Environmental controls look at creating a kinetic facade which breathes with the a climate temperature changes to stimulate and regulate the internal temperature of the building to keep it well ventilated.

Matrix 7:

North

From the investigation a new catalogue of figures have been generated to potential create volumetric forms to influence the formal investigation of the design itself. This development have the potential to inform and influence all aspects of the building from the landscape to the interior

10m

North

10m

pic

00 azed

200 lazed

pic

Yule Y Stre ule Stre et et

L I GHTB OX H OU SE

y as

This project was done within a group project where we were asked to design and cost a building for a client. Our client was a musician, with a small family who were looking at taking advantage of there corner site opportunity in Rongotai, Wellington.

The majority of the budget was spent on the Drawing: natural lighting facade as it has significant Dom Sheet Lightbox benefits, thermal insulation maximized in comparison with traditional glazing especially being on the southern face, and the solar and heating advantages through the use Address: 27 Resolution Street of white polycarbonate sheets. Drawn Scale:

Lyall Bay Wellington

As indicated

1 A006 1

My role in this project was in the programmatic scheme of the design, while the other architect worked on the form. The circulation of the building revolves around the prominent polycarbonate facade which helps to maximize the amount of filtered daylight which enters the communal spaces. The arrangement of programs are defined in terms of layers ranging from public communal spaces (Lounge, Kitchen and Dining) toward the more private spaces of the bedrooms and bathrooms. A long promenade connects the main dwelling to the music library and the music room.

Project:polycarbonate

A006

Reso lutio n Reso lutio n

3 1

Stre et Stre et

Site Plan 1 : 1000

Site

Drawn By:

DT Plan

Checked By:

CAD Filename:

1 : 1000

Reduced Scale:

Project No.

0001

Date:

05/02/16 Sheet No:

A006

Revision:

Kingspan Trapezoidal KS1000 RW insulated roofing Trapezoidal system Kingspan KS1000 RW insulated roofing system Marley Typhoon Spouting Copper Marley Typhoon Spouting Copper Marley RP80 Downpipe Copper

F.F.L Second Floor F.F.L Second Floor 6000 6000

Marley RP80Smartfit Downpipe Copper 35mm Platform Fletchers 2850x1500 DoubleSmartfit Glazed 2850x1500 Aluminium Framed with a Fletchers 35mm Platform BlackGlazed Anotic Aluminium Finish Double Framed with a Black Anotic Epic Finish Eurostyle Metal Profile Cladding 600mmEpic pan Metal w/ 38mm double standing Eurostyle Profile Cladding - seam 600mm pan w/ 38mm double standing seam Fletchers Smartfit 1800x700 35mm Platform DoubleSmartfit Glazed Aluminium Framed with a Fletchers 1800x700 35mm Platform BlackGlazed Anotic Aluminium Finish Double Framed with a Trend Sliding Stack Door (Model: SSD2462) Black Anotic Finish Single Glazed 5400x2400 102mm Platform Trend Sliding Stack Door (Model: SSD2462) Anotic Black5400x2400 102mm Platform Single Glazed Anotic Black

F.F.L First Floor F.F.L First Floor 3000 3000 F.F.L Ground Floor F.F.L Ground Floor 150 150

1 1

East Elevation East Elevation 1 : 200 1 : 200

Kingspan Trapezoidal KS1000 RW insulated roofing Trapezoidal system Kingspan KS1000 RW insulated roofing system

Kingspan Trapezoidal KS1000 RW insulated roofing system

Floor

oor

Floor

F.F.L Second Floor F.F.L Second Floor 6000 6000

Marley Typhoon Spouting Copper

F.F.L First Floor F.F.L First Floor 3000 3000

Eurostyle Epic Metal Profile Cladding 600mm pan w/ 38mm double standing seam

F.F.L Ground Floor F.F.L Ground Floor 150 150

Elevation

2 2

Marley RP80 Downpipe Copper

1 : 200 1 : 200 Precast Concrete Stair 1000mm wide, 3000mm rise with Stainless Steel Precast Concrete Stair 1000mm wide, Kingspan Trapezoidal KS1000 RW insulated Balustrade and Stainless HorizontalSteel Wire Rigging 3000mm with roofingrise system Balustrade and Horizontal Wire Rigging

3 3

Sunlite PVC Roofing (Light Blue) 2400x690mm

Floor

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61/62/40

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:oN teehS

m. m53 0021x0021 tiftramS srehct muinimulA dezalG elbuoD mroft hsiniF citonA kcalB a htiw dema mm53 0071x0083 tiftramS srehct muinimulA dezalG elbuoD mroft hsiniF citonA kcalB a htiw dema

noitavelE htuoS

1 : 200 1 : 200

002 : 1

Precast Concrete Stair 1000mm wide, 3000mm rise with Stainless Steel Balustrade and Horizontal Wire Rigging

This design and drawing is the copyright :This yB dedesign kcehCand drawing :yB nwarD the copyright of MDSN Limitedisand is not to TofDMDSN Limited be reproduced without permission. and is not to TMwritten be reproduced without written permission. :emaneliF DAC

MDSN MDSN 200A Victoria University of Wellington Victoria University of Wellington

Elevation

m . m53 007x0081 tiftramS srehct muinimulA dezalG elbuoD mroft hsiniF citonA kcalB a htiw dema

Aluminium Frame Black Anotic with 38mm Eurostyle Clad Exterior, 12mm Ply Interior 860 x 1991

North Elevation North Elevation

.oN tcejorP

Floor

mm53 0051x0582 tiftramS srehct muinimulA dezalG elbuoD mroft hsiniF citonA kcalB a htiw dema

Eurostyle Epic Metal Profile Cladding 600mm pan w/ 38mm double standing seam

F.F.L Ground Floor F.F.L Ground Floor 150 150

Elevation

WR 0001SK ladiozeparT napsg metsys gnifoor detalu mm53 0021x0081 tiftramS srehct muinimulA dezalG elbuoD mroft hsiniF citonA kcalB a htiw dema

PPR Polycarbonate Twinwall Honeycomb Sheet (Clear) 4800x600x8mm

F.F.L First Floor F.F.L First Floor 3000 3000

Floor

EurostyleFrame Clad Exterior, 12mm Ply Interior Aluminium Black Anotic with 38mm 860 x 1991 Eurostyle Clad Exterior, 12mm Ply Interior 860 x 1991

West Elevation West Elevation

F.F.L Second Floor F.F.L Second Floor 6000 6000

oor

Eurostyle Epic Metal Profile Cladding 600mmEpic pan Metal w/ 38mm double standing Eurostyle Profile Cladding seampan w/ 38mm double standing 600mm seam Aluminium Frame Black Anotic with 38mm

Fletchers Smartfit 1800x700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish Trend Sliding Stack Door (Model: SSD2462) Single Glazed 5400x2400 102mm Platform Anotic Black

Sunlite PVC Roofing (Light Blue) 2400x690mm Sunlite PVC Roofing (Light Blue) 2400x690mm

Floor

PPR Polycarbonate Twinwall Honeycomb Sheet (Clear) 4800x600x8mm PPR Polycarbonate Twinwall Honeycomb Sheet (Clear) 4800x600x8mm

Fletchers Smartfit 2850x1500 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

1000

Status: Status:

:elacS decudeR

2 teehS puorG

:gniwarD

htiw citonA kcalB emarF muinim mm21 ,roiretxE dalC elytsoruE mm 1991 x 068 roiretnI

4 Kingspan Trapezoidal KS1000 RW insulated roofing system Fletchers Smartfit 1800x1200 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Project:

Fletchers Smartfit 2850x1500Project: 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Lig x Ligh

Fletchers Smartfit 1800x700 35mm. -Interior renders of Kitchen, Living space, Music Studio and MusicDouble Library.Glazed Aluminium Platform Address: Furniture not included in budget. with a Black Anotic Finish -Interior renders of Kitchen, Living space, Music Studio andFramed Music Library. Address: Furniture not included in budget. Fletchers Smartfit 1200x1200 35mm . Platform Double Glazed Aluminium :elacS nwarD Framed with a Black Anotic Finish

002 : 1

teertS noit27 u27 loR Lya y Lyal We n ot Wel

Fletchers Smartfit 3800x1700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Aluminium Frame Black Anotic with 38mm Eurostyle Clad Exterior, 12mm Ply Interior 860 x 1991

Fletchers Smartfit 1800x700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

140x140 3m Rough Sawn Radiata Timber Carport Post Aluminium Frame Black Anotic with 38mm Eurostyle Clad Exterior, 12mm Ply Interior 860 x 1991

38mm Profile Eurostyle Epic Cladding on 90x45 timber framed structure on 12mm Treated Plywood with Earthwool Glasswool Insulation R2.2

Carport

90x45 Timber Framed Structure to comply with NZS3604 with 12mm Treated Plywood and GIB 10mm Noiseline with Enigma Paint Interior

Acoustic Foam Panels to comply with NZBC G6

Back Entrance

Alpine Smooth Interior Timber Door (Hume Doors)

Precast Concrete Staircase with mild steel balustrade with 200UB25.4 support beams to comply to NZBC D1

Fletchers Smartfit 1800x700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Music Studio

Lighting Plus Wall Lighting

Existing 300x450 Concrete Column

Fletchers Smartfit 6000x1700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Music Storage

Lighting Plus Wall Lighting Through Corridor 6 x Fletchers Smartfit 1200x1200 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Country Co. 1.1m tall Fig Trees Aluminium Frame Black Anotic with 38mm Eurostyle Clad Exterior, 12mm Ply Interior 860 x 1991

Marley RP80 Downpipe Copper to comply with NZBC E2 90x45 Timber Framed Structure to comply with NZS3604 with 12mm Treated Plywood either side

100x100 3m Rough Sawn Radiata Timber Pergola Post Fletchers Smartfit 1800x1200 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Interior Hallway

Steel Portal Frame 410UB54 sections at 8m centres with DHS 250/18 purlins at 1.2m centres

Storage Outdoor Patio

Trend Sliding Stack Door (Model: SSD2462) Single Glazed 5400x2400 102mm Platform Anotic Black Marley RP80 Downpipe Copper to comply with NZBC E2 Fletchers Smartfit 3800x1700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish Timber Staircase with simple balustrade to comply with NZBC D1 Lighting Plus Wall Lighting

Guest Bedroom

180L Stainless Steel Mains Pressure HJ Coopers hot water cylinder 38mm Profile Eurostyle Epic Cladding on 90x45 timber framed structure on 12mm Treated Plywood with Earthwool Glasswool Insulation R2.2 Service Void for Plumbing etc Interior Wall finishes will not be applied to this area as they are not needed

Open Living and Dining

Kitchen Cavity for Sliding Doors (Hume Doors)

A003

200mm Exposed Diamond Grinded Finished Precast Concrete Floor Existing 150x300 Concrete Column

A003

90x45 Timber Framed Structure to comply with NZS3604 with 12mm Treated Plywood and GIB 10mm Aqualine to comply with NZBC E2 in Wet Areas

Front Entrance

Aluminium Frame Black Anotic with 38mm Eurostyle Clad Exterior, 12mm Ply Interior 860 x 1991

A003

Ground Floor Plan

1 : 200

Status:

-Interior renders of Kitchen, Living space, Music Studio and Music Library. Furniture not included in budget.

Project:

Address:

Lightbox 27 Resolution Street

Drawing:

First Floor Pla 1 : 200

Group Sheet

eet

Sunlite PVC Roofing (Light Blue) 2400x690mm Fletchers Smartfit 1800x700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Precast Concrete Stair 1000mm wide, 3000mm rise with Stainless Steel Balustrade and Horizontal Wire Rigging 38mm Profile Eurostyle Epic Cladding on 90x45 timber framed structure on 12mm Treated Plywood with Earthwool Glasswool Insulation R2.2

38mm Profile Eurostyle Epic Cladding on 90x45 timber framed structure on 12mm Treated Plywood with Earthwool Glasswool Insulation R2.2

3900x3000 Trestle Unit Radiata Rough Sawn 75x20 H4 Treated

Roof Fall 5°

655x3000 Trestle Unit Radiata Rough Sawn 75x20 H4 Treated

Acoustic Foam Panels to comply with NZBC G6

6200x3000 Trestle Unit Radiata Rough Sawn 75x20 H4 Treated

Alpine Smooth Interior Timber Door (Hume Doors)

Garden Planter box 4300x2170 - H4 treated Rough Sawn Radiata with 3.8m³ of soil Garden Planter box 9200x800 - H4 treated Rough Sawn Radiata with 2.8m³ of soil

Fletchers Smartfit 1800x700 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Existing 300x450 Concrete Column

Rooftop Garden

Existing 300x450 Concrete Column

Kingspan Trapezoidal KS1000 RW insulated roofing system

Lighting Plus Wall Lighting Through Corridor 6 x Fletchers Smartfit 1200x1200 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish

Marley Typhoon Spouting Copper 150x50 Rough Sawn Radiata Timber Pergola Rafter and Purlins

Marley RP80 Downpipe Copper to comply with NZBC E2

Roof Fall 1.5°

90x45 Timber Framed Structure to comply with NZS3604 with 12mm Treated Plywood either side

PPR Polycarbonate Twinwall Honeycomb Sheet (Clear) 4800x600x8mm Existing 150x300 Concrete Column

Cavity for Sliding Doors (Hume Doors) Fletchers Smartfit 2850x1500 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish 90x45 Timber Framed Structure to comply with NZS3604 with 12mm Treated Plywood either side

Bedroom

Service Void for Plumbing etc Interior Wall finishes will not be applied to this area as they are not needed

1 Cavity for Sliding Doors (Hume Doors)

VOID

Master Bedroom

Fletchers Smartfit 1800x1500 35mm Platform Double Glazed Aluminium Framed with a Black Anotic Finish 90x45 Timber Framed Structure to comply with NZS3604 with 12mm Treated Plywood and GIB 10mm Aqualine to comply with NZBC E2 in Wet Areas

Bathroom

A003

90x45 Timber Framed Structure to comply with NZS3604 with 12mm Treated Plywood and GIB 10mm Aqualine to comply with NZBC E2 in Wet Areas Aluminium Frame Black Anotic with 38mm Eurostyle Clad Exterior, 12mm Ply Interior 860 x 1991

Interior Hallway

200mm Exposed Diamond Grinded Finished Precast Concrete Floor Stainless Steel balustrade w/ horizontal wire rigging

VOID

Steel Portal Frame 410UB54 sections at 8m centres with DHS 250/18 purlins at 1.2m centres Timber Staircase with simple balustrade to comply with NZBC D1

2 A003

Drawing:

First Floor Plan 1 : 200

Group Sheet 1

Drawn By:

Checked By:

MT CAD Filename:

Date:

04/26/16 Sheet No:

Revision:

taitai

EAR THQ U A KE MUSEUM

The Narrative: The Legend of Ngake andThe Whataitai Narrative: The Legend of Ngake and Whataitai

The Narrative: The Legend of Ngake and Whataitai

In an effort to promote a better understanding of earthquakes in New Zealand, to alert and prepare the public for catastrophic disasters, and in memorial of the losses caused by earthquakes in the country. This project took precedents from the historic narrative of Ngake and Whataitai, illustrated into a picture book around 8 key moments and then translated into the formal and programmatic development of the building Narrative: The Legend of Ngake and Whataitai The Narrative: The Legend ofThe Ngake and Whataitai

The Narrative: The Narrative: The Legend The Legend of Ngake of Ngake and Whataitai and Whataitai

SECOND FLOOR 1. Lookout THE RAMP

2. Exhibition/Exhibiton

Creating an experience which captures the narrative of Ngake’s leap through the cliff face into the Cook Strait. For Whataitai it is the spiritual journey undertaken after being uplifted by a massive earthquake.

THE LOOKOUT

The lookout to Mt Victoria is framed to show where Te Keo sat to watch Whaitaitai body turn to stone and show the grieve shared between the wildlife which help to feed him and keep his body moist.

3. Bathroom

FIRST FLOOR

1. Staff Block 2. Exhibition 3. Bathroom

3. 5.

THE RAMP

4. Café/Restruant 5. Kitchen

6. Barista/Counter

3. 2.

THE EXHIBITION

GROUND FLOOR

The Exhibition follows the movement described by the two taniwha in the narrative, a perforated concrete façad used to provide a spiritual ambiance

1 .Entrance 2. Reception 3. Staff Block 4. Memorial 5.Main Hall 6. Open Lecture Theatre 7. Bathroom 8. Shop 9.Exhibition

THE ENTRANCE The Entrance is used to symbolise the entrance into the lake of Ngake and Whataitai, People are introduced to

SHELL

STRUCTURE

SECOND FLOOR

FIRST FLOOR

GROUND FLOOR

EXPLODED AXONOMETRIC

WHATAITAI preferred to laze on the lakeâ&#x20AC;&#x2122;s shores, sunbathing and dreaming taniwha dreams.

LONG SECTION | 1: 200 @ A0

NGAKE Had Loads of Energy liked to race around the shores, chasing fish and eels and leaping after birds that came too close.

THE STREET FAIR EXPERIENCE Dominic Trewavas 300255253 Arci 212 Project 2

ul St

This has created on opportunity in plan through a continuous ramp for the cyclist (coming from the new cycle lane), to continually keep bike without needing to stop but having an opportunity to stop at any floor to interact with the design. The pedestrian circulation through the site produces at short cut between Rintoul and Colombo Street. also follows the continuous nature of the bike ramp, helping to guide people through each program.

t St Emmet

Rinto

The Boutique Cinema has been strongly influenced by the circulation and form, taken from how layout of the festival down Riddiford street. The circulation runs in a continuous line around the form of the building with program branching off down the streets running perpendicular down Riddiford Street.

Riddiford St

Newtown is a culturally diverse place, which has successfully cemented its vibrant nature into the greater context of Wellington. The annual festival held at the start of every year is a performance of the colourful personalities which make the suburb the place it is. From the context and research analysis the festival presented an opportunity to lend itself to influencing a new proposed architecture, which helps to contribute to the community.

Green

Wilson

ble St

Consta

The form of the design looks at how resident shops down Riddiford Street react to the nature of the event by moving from the interior to the exterior hence blurring the line between the two realms. this detail has been pushed into the cinema through producing an external weather condition which the design to a certain extent

ve wn A

Newto

by St

Norman

The inhabitation of the roof has been influenced through the use of the performance stages which are located at the ends of the each street, preventing the extension of circulation an further, but provided a place of visual entertainment after being actively moving through the festival.

n St

d Mclea

Donal

Newtown Festival Context Scale : NTS

Site Plan Scale 1:500

Rintou

et rd Stre

l Stree t

o Stre

Riddifo

Colom b

Section Perspective - Newtown Festival

Ground Floor Scale 1:100 1. Lobby 2. Bike Repair and Rental 3. Staff Room 4. Reception / Ticket Counter 5. Cafe / Function 6. Kitchen 7.Bike Cycle Parking 8. Office 9. Bathroom 10. Performance Space

2 1

N DW F

3 8

9 2

10 9

6 7

4 5

Outdoor Cinema +10800

Second Floor +7800

First Floor +4000

Dominic Trewavas Section Transverse 300255253 Scale 1: 50 Arci 212 Project 2

Second Floor Scale 1:100 1. Cushion Counter 2. Bathroom 3. Cinema Storage 4. Lobby / Bike Parking 5. Outdoor Cinema

First Floor Scale 1:100 1.Gallery 2. Cinema 1 (50 ppl) 3. Cinema 2 (45 ppl) 4. Projection Room 5. Bathroom 6. Lobby / Bike Parking

N 4

3 1

NORTH

Context Plan Scale 1:500

2ND YEAR DESIGN - Caretaker’s Cabin

This project p roposes the missing link bet w een the residential and rec reation al context. It d e velops a p rog ress ive understanding which c reates an a- rchi tectural rel a tionship bet w een the tw o identitie s, drawing inspiration from the tension c reated from both private and pu b lic realm s. From the position on Re gent Street the d w elling see ms secluded – character ised primarily by the b lank façade and harsh materialit y. As each ind ividual tra vels through the d w elling they - ex perience an exhibition of light and patte rn c reating a contrasting openness from the st reet façade. From Ca rrara Park the d w elling appears transpa rent entang led in a -con stant perfo rmance from the g ardening communit y.

Short Section Scale 1 : 100

Long Section Scale 1 : 100

LIVING, KITCHEN AND DINING PERSPECTIVE - SEMI PUBLIC

Dominic Trewavas

Roof

001

002

First Floor

r he

8. Structure

003

Green Facade

Ground Floor 3. 004

Exploded Axonometric Scale 1:100

First Floor Scale 1:50

NORTH

Key: 1. Outdoor Living 2. Kitchen 3. Dining 4. Living 5. Bike Storage 6. Bathroom 7. Processing Room 8. Storage

003

First Floor Scale 1:50

NORTH

Key: 1. Sunroom 2. Outdoor Living 3. Greenhouse 4. Bedroom Void

02 A201

29663

Level 06

1--A203

03 A201

23063

Level 05

1A202 ---

19574

Level 04

18563

Level 03

16063

Level 02

1 A202

12563

Level 01

Transverse Section 1 : 50

Project 3 - 421 Dominic Trewavas Design shown is copyright of VUW

3 06

Drawing Schedule A100

Transverse Section

1:50

A201

Detail Area 1

1:5

A202

Detail Area 2

1:5

A203

Detail Area 3

1:2, 1:5

A301

Exploded Axonometric

NORTH 01 --A100

PROJECT DESCRIPTION

4TH YEAR CONSTRUCTION

01 A201

02 A202

The construction of the building is intended to reflect the natural environment of the hillside, this is down through the use of the LVL beams and columns for the buildings shell. Polished concrete floors provide an element of the Wellington shoreline. The Material used have focussed on the speed of construction time and the overall lifespan of each component as the site is open to the environment perched close to the harbour. The natural timbers are contrasted against steel elements which are recessed at junction to create the appearance of a floating structure. Through the middle of the building is a 15m tall gantry which could be considered an urban playground. The structure is incredibly rigid and the top beams are supporting the function of the space as the floors, and stairs are hung from the top of the structure. Between these two moments, a parametric structure emerges from the ground and twists and turns to the roof. This structure is yet again hung from the beams to prevent the structure failing in lateral movement.

The construction of the building is intended to reflect the natural environment of the hillside, this is down through the use of the LVL beams and columns for the buildings shell. Polished concrete floors provide an element of the Wellington shoreline. The Material used have focussed on the speed of construction time and the overall lifespan of each component as the site is open to the environment perched close to the harbour. The natural timbers are contrasted against steel elements which are recessed at junction to create the appearance of a floating structure. Through the middle of the building is a 15m tall gantry which could be considered an urban playground. The structure is incredibly rigid and the top beams are supporting the function of the space as the floors, and stairs are hung from the top of Dominic Trewavas the structure. Between these two moments, a parametric structure 0000003 emerges from the ground and twists and turns to the roof. ThisMIRAMAR structure is yet again hung from theCOMPLEX beams to prevent the structure failing in lateral Miramar Peninsula movement. By the Roundabout 300255253 Project:

04 A202

No:

Address:

Tutor Name

????? Drawn By:

14/10/16 DT

Scale:

As indicated

Issue Date:

Reduced Scales:

1:100 - x 1.00 1:50 - x 0.50

Section Drawing

06 3

29663

Level 06

10mm Gib plasterboard with screw fixings into purlins with a level 4 paint finish 90 x 45 Timber Purlins @ 600 crns to support Kingspan Unit nailed through 90x45x50mm recess in LVL beam

Kingspan KS1000 RW Trapezoidal Roof Cladding 35mm prefixed to insulation in factory for a shorter construction time, Screwed at Profile Ridges through to Purlins, Black powdercoat finish

Kingspan KS1000 RW Trapezoidal Roof Polyisocyanurate 100mm Unit

140mm Deep Marley Typhoon Square Spouting screwed through to 90x45 top plate, Black powdercoat finish

140mm Deep Marley Typhoon Square Spouting screwed through to 90x45 top plate, Black powdercoat finish 500x350 LVL Beam fixed with Zinc coated M16 B/N/W through welded metal plate fillet welded to steel connection .

18563

2/ 500 x 350 x 5mm steel plate fillet welded to 300 x 300 x 35 Hollow section to welded onsite with LVL connection

Marley Typhoon Internal Bracket to support spouting unit

6x 4mm Butyl Sealant applied continuously

300mm JSC Fascia Board Ironsand paint finish, nail fixings at top and bottom

Level 03

500x350 LVL Column fixed with Zinc coated M16 B/N/W through welded metal plate fillet welded to steel connection . 6mm Rigid Air Barrier (RAB) board pre-cladding as weather protection against high wind pressures in 20mm cavity

Timber blocking to allow to fixings

Colourstell 0.7 BMT cladding apron flashing

Continuous building wrap to cover all exposed timber members

38mm profile Eurostyle Epic black powder coat finish dladding with a roll cap system. Fixings @ 1200mm through nogging.

Timber battens for cladding fixing and supplied 20mm min air cavity

Eathwool Glasswool R2.2 wall insulation

Beam Detail

Column to Beam Detail

1:5

Roof Apex Detail 01

Louvretec mechancial shutters Louvretec 0.5 BMT shutter flashing with weatherstrip to comply with E2 Fill gaps with Canister FR foam filler top and bottom Kingspan KS1000 RW Trapezoidal Roof Cladding 35mm pre-fixed to insulation in factory for a shorter construction time, Screwed at Profile Ridges through to Purlins, Black powdercoat finish Kingspan KS1000 RW Trapezoidal Roof Polyisocyanurate 100mm Unit Continuous building wrap to cover all exposed timber members

23063

90 x 45 Timber Purlins @ 600 crns to support Kingspan Unit nailed through 90x45x50mm recess in LVL beam 500x350 LVL Column fixed with Zinc coated M16 B/N/W through welded metal plate fillet welded to steel connection .

Roof to Wall Detail 1:5

Packing 2/ 90 x 45 Timber blocking 0.5 BMT black powdercoats ridge flashing with 150mm sealed overlap fixing through the rides 0.5 BMT flashing to run from under window flashing to underside of Kingspan unit 6x 4mm Butyl Sealant applied continuously

500x350 LVL Beam fixed with Zinc coated M16 B/N/W through insert metal plate to prevent shear breakage . 350 x250 x 10 metal plate to prevent shear breakage .

Level 05

10mm Gib plasterboard with screw fixings into purlins with a level 4 paint finish

1:5

10mm Gib plasterboard with screw fixings into purlins with a level 4 paint finish 90 x 45 Timber Purlins @ 600 crns to support Kingspan Unit nailed through 90x45x50mm recess in LVL beam 500x350 LVL Column fixed with Zinc coated M16 B/N/W through welded metal plate fillet welded to steel connection .

Roof to Wall Detail 1:5

Packin

2/ 90 x

0.5 BM flashin overla

0.5 BM under under

6x 4m

500x35 B/N/W breaka

350 x2 breaka

Project 3

Dominic Tre Design shown is copyright of

Foam Ridge Filler (3-RWFILL) sealed top and bottom with gun grade sealant

9663

el 06

Drawing S

Fill gaps with Canister FR foam filler 0.5 BMT black powdercoats ridge flashing with 150mm sealed overlap fixing through the ridges

ding 35mm pretruction time, Black

socyanurate Kingspan KS1000 RW Trapezoidal Roof Cladding 35mm pre-fixed to insulation in factory for a shorter construction time, Screwed at Profile Ridges through to Purlins, Black powdercoat finish

Kingspan KS1000 RW Trapezoidal Roof Polyisocyanurate 100mm Unit

A100

Transverse Sec

A201

Detail Area 1

A202

Detail Area 2

A203

Detail Area 3

A301

Exploded Axono

Continuous building wrap to cover all exposed timber members

PROJ DESCR

90 x 45 Timber Purlins @ 600 crns to support Kingspan Unit nailed through 90x45x50mm recess in LVL beam 10mm Gib plasterboard with screw fixings into purlins with a level 4 paint finish

The construction of t intended to reflect th environment of the h down through the us beams and columns shell. Polished concr provide an element o shoreline. The Mater focussed on the spe construction time an lifespan of each com site is open to the en perched close to the natural timbers are c against steel elemen recessed at junction appearance of a floa Through the middle o a 15m tall gantry whi considered an urban structure is incredibly top beams are suppo function of the space and stairs are hung f the structure. Betwee moments, a paramet emerges from the gr and turns to the roof is yet again hung fro prevent the structure movement.

500x350 LVL Beam fixed with Zinc coated M16 B/N/W through insert metal plate to prevent shear breakage . 1000 x 500 x 10 metal plate to prevent shear breakage .

Roof Apex Detail 1:5

500x350 LVL Beam fixed with Zinc coated M16 B/N/W through insert metal plate to prevent shear breakage . 350 x250 x 10 metal plate to prevent shear breakage .

300255253 Project:

Dominic T

04 500 x 500 Universal steel column fillet welded to zinc steel grade 304 plate with a Yellow Intumescent level 4 paint finish 20mm Rectangular steel hollow section. grade 304 white powdercoat finish.

13mm Hex washer head slotted concrete screw anchor

550 x 550 x 20mm Zinc steel grade 304 plate fillet welded to 150mm steel grade 304 hollow section to be welded on site M20 Concrete Anchors with a Ramset chemset adheasive 101. Low visocity, high strength 5mm epoxy injection to prevent shear cracking on connection for depth refer to Engineer PS1 specs. 20mm Sika monotop high build packing mortar 75mm secondary exposed aggregate topping with a diamond grinded polished finish, 30mm Rebate on edge for wall connection 100mm Reinforced cast in-situ concrete slab on grade

12563

Level 01 Thermakraft 250micron concrete slab underlay applied between slab and sand blinding 50mm Sand Blinding Graded medium soil base

Moment Frame to Ground 1:5

19574

Level 04

25mm Perry grating walkway 4mm Foam seal around perimeter 360UB45 Trimmer beam to collect the stair and landing loads, fillet welded plate to stair tread to be done onsite then boltsed with M20 zinc B/N/W. Yellow Powdercoat finish 310UB32 Secondary beam. Yellow Powdercoat finish Rubber nose cap with adheasive 25mm Perry Grating Stair Tread 6mm solid steel wire grade 304 fillet welded on steel plates to collect tension loads and act as a balustrade Fillet Welded steel tread and risers to stinger. Red Powdercoat finish

500x3 coated M steel

350 x 35 plate fillet we hollo

20mm S

75mm secondary exp diamond grinded po

M20 Co chemset ad strength 5 shear cr

Therm underlay

Steel Stair Landing 1:2

Pr Design shown is

06 3

Draw

10mm Gib plasterboard with screw fixings into purlins with a level 4 paint finish

500x350 LVL Column fixed with Zinc coated M16 B/N/W through welded metal plate fillet welded to steel connection .

38mm profile Eurostyle Epic black powder coat finish dladding with a roll cap system. Fixings @ 1200mm through nogging.

A100

Tran

A201

Deta

A202

Deta

A203

Deta

A301

Expl

P DES

Eathwool Glasswool R2.2 wall insulation

6mm Rigid Air Barrier (RAB) board pre-cladding as weather protection against high wind pressures in 20mm cavity

The cons intended environm down thro beams an shell. Pol provide a shoreline focussed construct lifespan o site is op perched c natural tim against s recessed appearan Through a 15m tal considere structure top beam function o and stairs the struct moments emerges and turns is yet aga prevent t movemen

Timber battens for cladding fixing and supplied 20mm min air cavity

Exterior Corner Plan Section 1:5

06 3 10mm Gib plasterboard with screw fixings into purlins with a level 4 paint finish 6mm Rigid Air Barrier (RAB) board pre-cladding as weather protection against high wind pressures in 20mm cavity

Eathwool Glasswool R2.2 wall insulation 500x350 LVL Column fixed with Zinc coated M16 B/N/W through welded zinc steel grade 304 plate fillet welded to steel connection .

38mm profile Eurostyle Epic black powder coat finish dladding with a roll cap system. Fixings @ 1200mm through nogging.

350 x 350 x 20mm Zinc steel grade 304 plate fillet welded to 150mm steel grade 304 hollow section to be welded on site

Timber battens for cladding fixing and supplied 20mm min air cavity

20mm Sika monotop high build packing mortar

Continuous building wrap to cover all exposed timber members

12563

75mm secondary exposed aggregate topping with01a Level diamond grinded polished finish, 30mm Rebate on edge for wall connection

Colourstell 0.7 BMT cladding Vermin flashing

M20 Concrete Anchors with a Ramset chemset adheasive 101. Low visocity, high strength 5mm epoxy injection to prevent shear cracking on connection for depth refer to Engineer PS1 specs.

Dom

300255253 Project:

MIRAM COMP

100mm Reinforced cast in-situ concrete slab on grade

Address:

Miramar P By the Ro

Thermakraft 250micron concrete slab underlay applied between slab and sand blinding 50mm Sand Blinding Graded medium soil base

Tutor Name

Reduced Scales:

1:100 - x 1:50 - x

Detail Area Tw

Exterior Corner 1:5 Sheet:

3RD YEAR CONSTRUCTION DETAILS

2 6123 1535

3022

20mm Perry Grating Steel Welded Grating according to meeting the requirements of AS/NZ1657-2013 Walkway Standards 142

Steel Walkway

676

750 RO

Kitchenette

(Room to be wrapped with 2 layers of Gib Fyreline according to NZBC C/AS5)

3752

129

1456

Service Access Are

WC vent

2870

Female WC

860 RO

110

1271

119 860 RO 292

516

90 x 45 Timber framed walls, 13mm Gib Aqualine to Bathrooms according to NZBC E3/AS1

9049

400mm Reinforced Concrete Wall on 45 x 45 Timber strapping on 2 layers 13mm Gib Fyreline according to NZBC C/AS5 with acoustic insulation

Stair Pressurisation

Hot/Cold Water

Kitchenette Riser

2x Retail Riser

HVAC Supply

2565

140 x 45 Timber framed walls according to NZS 3604 (table 8.4) with 2 x Gib Fyreline both sides according to NZBC C/AS5

1027

Carpark Extract

3044

3411

400mm Reinforced Concrete Wall on 45 x 45 Timber strapping on 2 layers 13mm Gib Fyreline according to NZBC C/AS5 with acoustic insulation both sides

---

Toilet Exhaust

226

9945

4897 936

2596

129 600 129

Bathroom Hallway

517 1944

1210

1200

1210

90 x 45 Timber framed walls acording to NZS 3604 on 2 layers 13mm Gib Fyreline according to NZBC C/AS5 both sides

Dominic Trewavas

300255253

Project:

Drawing:

Project Name

Primary Core - S

5 197

3202

197

1566 2052

1247

1956

-/60/60 FRR Fire-rated Door

Data x 2

810 RO

NORTH

2645

HVAC Return

Comms Room

766 116

ACC WC

1343 110

955

1057

516

-/60/60 FRR Firerated Door

4403

1200

1210

1827

100

292 516

860 RO

2192

1592

3636

90 x 45 Timber framed walls, 13mm Gib Aqualine to Bathrooms according to NZBC E3/AS1

400mm Reinforced Concrete Wall on 45 x 45 Timber strapping on 2 layers 13mm Gib Fyreline according to NZBC C/AS5 with acoustic insulation

110

1905

Male WC

129 860 RO

)

-/60/60 FRR Fire-rated Door

610 RO

(Room to be wrapped with 2 layers of Gib Fyreline according to NZBC C/AS5)

140 x 45 Timber framed walls according to NZS 3604 (table 8.4) with 2 x Gib Fyreline both sides according to NZBC C/AS5

116

1200 x 2400 Aluminium Grooved IGU with NewDecor Milky Frosted Film

Tutor

Simon CAD Filename:

Service Drawn Scale:

Project No.

Date:

07/31/15 Sheet No:

A102

542 73

400

Brandford Acoustic Gold Insulation according to NZBC G6/AS1

100

45 x 45 Bottom Plate according to NZS 3604

Steel PFC - Refer Struc. eng. spec.

Tray-dec UltraSpan-80 Metal deck with a 160mm Insitu Concrete topping

140

261

Floor finish to be selected by tenant over 10mm Gib Soundbarrier according to NZBC G6/AS1

100 x 10 Timber Skirting

M20 Masonary/Concrete High Tensile Steel Hook Anchor with washer and nut 400mm Reinforced Concrete Wall

2 layer 13mm Gib Fyreline staggered joints according to NZBC C/AS5 Timber blocking 90x45 - Provide connection for Gib Fire Protection accorfding to NZBC C/AS5 45 x 45 Top Plate according to NZS 3604 2 layer 13mm Gib Fyreline according to NZBC C/AS5 45 x 45 Timber Strapping on Reinforced Concrete Wall direction connection

Floor to Concrete Wall Connection 1:10

Recess cut into PFC - Welded plate added for direct bolt connection to primary member - refer struc eng spec. M16 x 60 HDG 8.8 STRUCT B/N/W complying to AS/NZS1252 and AS/NZS 4100 Primary Steel UB - Refer Struc. eng. spec.

deck e

1000mm high Galvanized Steel Railing with Balustrades at 150 centers to comply with NZBC D1/AS1

Tray-dec UltraSpan-80 Metal deck with a 160mm Insitu Concrete topping

20mm Perry Grating Steel Welded Grating according to meeting the requirements of AS/NZ1657-2013 Walkway Standards

to PFC - Welded plate rect bolt connection to ember - refer struc eng spec.

G 8.8 STRUCT B/N/W NZS1252 and AS/NZS 4100

PFC Steel Walkway supports coated in Phoenix 700-60 FRR 120/-/60 Intumescent Coating according to NZBC C/AS5 - refer struc eng spec.

mary Steel UB - Refer Struc. eng. spec.

Welding Plate with M16 x 60 HDG 8.8 STRUCT B/N/W complying to AS/NZS1252 and AS/NZS 4100

Timber blocking 90x45 - Provide connection for Gib Fire Protection accorfding to NZBC C/AS5 2 layer 13mm Gib Fyreline staggered joints according to NZBC C/AS5

Steel Walkway to Primary Steel Support 1:10

Tutor

Simon CAD Filename:

Drawn Scale:

Project No.

1 : 10

Project Number

Date:

07/31/15 Sheet No:

A401

stair and landing finish to be consulted with tenants 448

Floor Leveling Compound Grout - easily able to be stripped back to remove steel rod 25mm Concrete recess in slab to be filled with FLC Grout 50Mpa Bonding Grout to hold steel rod in place

200mm Precast Stair Landing to comply with NZBC D1/AS1

200

200mm stair/landing overh seismic loads - exceedin standard 100m

100 x 100 x 10 Rectangular Hollow galvanized Steel section with Phoenix 700-60 FRR 120/-/60 Intumescent Coating according to NZBC C/AS5

Dominic Trewavas

300255253

Project:

Precast Stair Flight 1:5

Drawing:

Project Name

Detail 3

16mm High Tensile Steel Rod - To be replaced after excessive seismic activity

Alloy Steel anti-slip Stair Cap 25

130

25mm Tread Projection to comply with NZBC D1/AS1 Figure 12

25mm diameter x 130 deep recess through stair and landing

200mm Precast Stair to comply with NZBC D1/AS1 PFC Steel beam with Phoenix 70060 FRR 120/-/60 Intumescent Coating according to NZBC C/AS5 refer to struct eng spec.

hang to support ng NZBC min. mm

ht to Precast Landing

Tutor

Simon CAD Filename:

3 Drawn Scale:

Project No.

1:5

Project Number

Date:

08/06/15 Sheet No:

A402

Floor finish to be decided by client

---

Galvanized steel walkway, 600 mm wide

14800

Level 04 160mm Metal Deck floor system 30mpa

Prefabricated Aluminum shading system with 40x155 verticals welded to UC @ variable intervals. 30mm diameter horizontal rods welded to verticals. Level 5 intumescent paint finish - colour dependant on client

600

1200x600 suspend plasterboard ceiling tile Thermosash IGU curtain wall system 150x75mm mullions at 1500mm cntrs with siesmic strengthening , flashing around top edge of exposed UB Structural Column 310UC158

240mm Steel bracket bolted into concrete floorsystem with anchor bolts, sizing and thickness refer to Engineer specs.

---

11100

Level 03

Exposed structural steel frame, 310UB32 Level 5 intumescent paint finish - colour dependant on client

---

310UB32 Secondary Beams, connected to UC with Bolt spec by Eng. Aluminium Panel with Level 5 intumescent paint finish - colour dependant on client

Thermosash IGU curtain wall system 150x75mm mullions at 1500mm cntrs

Drawn Scale: Project:

minic Trewavas

Address:

Facade Concept Design

Drawing:

220 Wakefield Quay Development, Wellington Waterfront

1 : 20

Section

Drawn By:

Sim

Sheet No:

Date:

13mm plasterboard lining with Level 4 paint finish

Checke

A105

10/14/15

13mm Gib fyreline to Steel I cavity with continous corner flashing between both mullions

Thermosash double glazed curtain wall system with 150 x 75 mm mullion/transoms 1 A105

240mm Galvanised steel brackets @ 1500mm ctrns

600m wide glavanized steel walkway

Thermosash IGU curtain wall with seimic strengtherning 150 x 65 millions and 150 x 65 transoms

Prefabricated Aluminium shading system welded to steel framing. 30mm diameter pipe horizontal @ vaired intervals, 100x50 verticals Exposed structural 310UB32 steel frame, Level 5 Intumescent paint finish

Drawn Scale: Name

Dominic Trewavas

Project:

Address:

Facade Concept Design

Drawing:

220 Wakefield Quay Development, Wellington

1 : 20

PLan

Date:

Drawn By:

Checked By:

Simon

Sheet No:

Floor finish to be decided by client

160mm Metal Deck floor system 30mpa

1200x600 suspend plasterboard ceiling tile

Aluminium Panel with Level 5 intumescent paint finish - colour dependant on client

Thermosash IGU curtain wall system 150x75mm mullions at 1500mm cntrs

Galvanized steel walkway, 600 mm wide 240mm Steel bracket bolted into concrete floorsystem with anchor bolts, sizing and thickness refer to Engineer specs.

Exposed structural steel frame, 310UB32 Level 5 intumescent paint finish colour dependant on client

Thermosash IGU curtain wall system 150x75mm mullions at 1500mm cntrs with siesmic strengthening , flashing around top edge of exposed UB

Drawn Scale: Project:

wavas

Address:

Facade Concept Design

Drawing:

220 Wakefield Quay Development, Wellington Waterfront

Prefabricated Aluminium shading system welded to steel framing. 30mm diameter pipe horizontal @ vaired intervals, 100x50 verticals

Drawn By:

3d Cutaway

Date: Thermosash double glazed curtain wall system with 150 x 75 mm mullion/transoms

10/15/15

600mm wide Galvinized steel grated walkway

Seismic support welded to exterior UB Thermosash IGU curtain wall with seimic strengtherning 150 x 65 millions and 150 x 65 transoms

Flashing and drip edge for water run off

Exposed structural 310UB32 steel frame, Level 5 Intumescent paint finish

240mm Galvanised steel brackets bolted into the floor system with concrete anchors

Sheet N

A10

1. Roof

2. Tahuhu

3. Heke

4. Maihi

6. Tukutuku

5. Raparapa

7. Poupou

8. Pou tuarongo

11 Tekoteko

9. Te Pou Toko Manawa

12 Koruru

9. Te Pou Tahu

10 Tuapapa 13 Pare

14 Tekoteko

15 Te Roro

Exploded Axonometric Kit-Set Wharenui

D A3.1

DOWN

A A3.1

C A3.1

C A3.3

Fr.

ENTRY

LANDING

A' A3.1

Lounge & Kitchen 29 m2

ENTRY BED 13.2 m2

BED 10.6 m2

H A4.2

Lounge & Kitchen 20 m2 C A4.1

C A4.2

Fr.

BED 10.2 m2

D A4.2

E A4.2

5.75 m2

B A3.1

BED 9.1 m2

F A4.2

5.46 m2 B' A3.1

D' A3.1

Notes:

for this space is 10% of the floor area. Existing windows to stay the same size and to be replaced with

2.0.1 Bedrooms in Apartment 1. Natural light is provided via the Northern windows. Minimum requirements new timber framed, double glazed windows. Must comply with Heritage requirements and to installed in accordance with E2/AS1 2.0.2 Kitchen in Apartment 1. Natural light to living space provided by skylights, See drawing A3.4 for size and installations details. Joinery and wall details refer Drawing A3.7. 2.0.3 Living Area. Natural light provide via skylight. Complying with requirement of 10% of floor area. See drawing A3.4 for size and installation details. 2.0.4 Bathroom constructed on 180mm raised floor to provide required fall to back of the building. See drawing A2.5 and A3.5 for plumbing. For Construction drawings of the bathroom see Drawings A3.1 and A3.5. See Schedule 5.2 for furnishings. 2.0.5 Inter-tenacy wall. To comply with C1/AS2 Fire protection risk group SM & G1/AS1 Airbound and impact sound. 2.0.6 Bedrooms in Apartment 2. Natural light is provided via skylights. Minimum requirements for this space is 10% of the floor area. Must comply with Heritage requirements and to installed in accordance with E2/AS1 See drawing 3.4 for sizing and installation details. 2.0.7 Kitchen in Apartment 2. Natural light to living space provided by skylights and exsiting windows, See Window schedule for size and installations details.(Note exitisting windows to be retrofited with double glazing) Joinery and wall details refer Drawing A3.8. 2.0.8 Living Area. Natural light provide via skylight. Complying with requirement of 10% of floor area. See drawing A3.4 for size and installation details. 2.0.9 Bathroom constructed with larger wall cavity to provide required space for services from both apartments. See drawing A2.5 and A3.5 for plumbing. For Construction drawings of the bathroom see Drawings A3.2 and A3.5

C' A3.1

A A4.1

3.2.2 3.2.11, 12

3.2.7

3.2.4

B A4.1

3.2.1

3.2.7 1000mm

450mm

3.2.10

850mm

3.2.9

Section C- C'

Notes: Walls 3.2.1 Exterior Walls to be strapped and lined with Gib Rondo metal Batten system. To be combined with 40mm polystyrene insulation to provide required R-value of 1.0 minimum. Normal wall thickness to be 75mm,(unless stated otherwise) Battens to be installed at 600mm Cr. Using the A2039 masonry clip at 1200mm Cr vertically, 308 batten is to be used in accordance with manufactures specifications. 3.2.2 Western wall service ducting for water and waste. Full height in bathroom only and all penetrations through inter-tenancy wall to comply with FFR system of 60/60/60.Gib noise control, two way FFR system to be used. See drawing A2.3, A3.3, 3.5 3.2.3 Internal partition walls Non- structural. Stud spacing 600cr timber constructions. 10mm Gib lined with level 4 plaster finish. Refer Drawing A4.2 for typical detail 3.2.4 Walls to comply with internal moister E3/AS1, in bathroom and kitchen Area. Gib aqualine to be used on walls in kitchen and walls and ceiling in bathrooms. 3.2.5 Inter-tenacy wall. To comply with C1/AS2 Fire protection risk group SM & G1/AS1 Airbound and impact sound. FFR 60/60/60 and STC 55. Refer Drawing A2.3 and 4.2 for construction details and further fire system information. Glazing 3.2.6 Skylights to comply with the natural light to habitable spaces requirements G7/AS1. Window area to be 10% floor area For details relating to E2 compliance see Drawing A3.4 for details 3.2.7 Existing Windows are to be retrofitted with with double glazing

850mm

Extruded aluminium frame Condensation gutter Fixing into upright 110mm minimum upstand required by E2/AS1

Flashing to finish on top of upstand and start under roofing profile Building wrap to cover upstand

Set one corner of upstand higher up roof plane to provide cross-fall to kerb gutter Flashing to finish at a minimum 250mm up roof from upstand

Sealant

B - Skylight Typical Detail Upper Plane Scale 1:5

Draft Seal

Sealant 110mm minimum upstand required by E2/AS1

Condensation Weep Holes

Building wrap to cover upstand Internal Gib level four plaster finish

Extruded thermal PVC curb frame

Packing Extra purlin to support weight from skylight

Flashing to finish on top of upstand and start on top of roofing profile

C - Skylight Typical Detail Lower Plane Scale 1:5