Jessica Wright Architecture Portfolio 2018 by Jess Wright

PORTFOLIO

JESSICA WRIGHT A R C H I T E C T U R A L G R A D U AT E Victoria University of Wellington School of Architecture 2018

November 2017 NZIA Central Innovation Student Design Awards.

Throughout my projects there is very strong process, and this rigorous working - through sketching, and digital and physical modelling - drives a propensity toward narrative architecture and looking at the relationships between geometry and grids. I place strong emphasis on the details, preoccupied while designing, in the materiality and subtlety of light and oriented mostly in how architecture feels to be occupied. I find myself concerned with addressing sensory perception through architecture, with regard to human consciousness and practical and social functions. I find most satisfying through design, the resolution of detail, and floorplans. I have taken sustainability as an elective paper and have a good understanding into sustainability in architecture.

Metalcraft espan clip system with 12G x 35mm screws

min. 180mm

3째 min. slope 5 mm gap

Stopends to roof cladding

Notched edge over Espan ribs

Metalcraft espan 470 standing seam roof profile

79 mm

Eaves Flashing required by E2/AS1

165 mm NZ SIP Smart Roof Panels with 90mm Injection molded high density super insulated polyurethane core

Pre-finished 8g Wafer-Tek Screw bedded in silicone Continuous Sealant over PEF rod Hemmed edge

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

Interior Perspective

Notes:

Pre-finished sawtooth ridge cap flashing

Building paper

Herman Pacific V3 Vertibat Cavity Batten

JNL J-Frame 90 x 45mm Laminated Timber Framing

n Gallery, looking back toward the entrance

Metalcraft espan clip system with 12G x 35mm screws

Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base

JNL J-Frame 140 x 45mm Laminated Timber Framing

Stopends to roof cladding

Galvanised flat head nail for flashing

100 x 4.0mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24)

310 UB 40 Steel I Beams

Metalcraft espan 470 standing seam roof profile min. 51 mm overhang

Building paper Pre-finished MagnaFlow eave flashing 0.55mm

I-beam @ 2400mm centres running through the NZ SIP wall panels, infill with PLY between I-beams

Metalcraft Squareline 115mm box gutter

3째 min. slope

30 mm min. framing penetration

Pre-finished 8g Wafer-Tek Screw bedded in silicone. Fix-brackets screwed true-to-line at 900mm centres maximum 5째 min. slope Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base Herman Pacific Cap Flashing with minimum 5 Degree Fall & minimum cover as per E2/AS1 Table 7. Fixed through sides only

Roof Underlay to provide separation of metal capping and timber

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

100 x 4.0mm HP Jolt Head Stainless Steel Annular Grooved Nail punched, paint primed and filled (or as per E2/AS1 - Table 24)

2 x 14g 100mm C3 Galv Specified screws @ 1200mm centres from I-beam web to top plate 18.5

180

Herman Pacific V3 Vertibat Cavity Batten Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm attached to underside of laminated timber cavity battens with 65 mm D Head Ring Shank Nails

SIPs Screws with minimum 30mm penetration in the 90 x 45mm blocking in the wall panel

HP56 Vertical Shiplap Square Edge - 155mm Cover

I-beam @ 2400mm centres running through the NZ SIP wall panels, infill with PLY between I-beams Weather and air-tightness membrane on the exterior of the SIP panel

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

2 x 14g 100mm C3 Galv Specified screws @ 1200mm centres from I-beam web to top plate

Ply Tech Hoop Pine Plywood A/A Grade 19mm 9ply in sheets of 2400 x 1200mm

65 mm D Head Ring Shank Nails Fixed at 150 mm Centres with Smart Tab Adhesive Tab to Seal

Injection molded high density super insulated polyurethane core Interior

Roof Junction

1:5

Exterior

Services Cavity

Concealed Gutter 1:5

Hermpac 75mm 12g stainless steel screw @ max 600mm centres 50x 2.8mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24) Building Underlay

Square Hollow Steel Sections SHS 25 x 25 x 1.6

300285827

Tutor:

Victoria Willocks

Project:

No:

Roof Flashing with Bottom Edge Dressed Down or Notched as per Table 7 E2/AS1

75mm min. flashing leg above bottom of cladding

Viking Roofspec DPH-2-PH5 Adjustable Buzon Pedestal with built-in slope correction. Supporting the timber decking joists. Height 44-57mm

Galv. flat head nail for flashing Pre-finished MagnaFlow eave flashing 0.55mm

Cavity closure strip set 15mm above drip edge to cladding

3째 min. slope

Roofing Underlay continued up behind Flashing Pro clima INTELLO high performance vapour check and airtightness membrane

min. 35mm

Roof Underlay to provide separation of metal capping and timber

165 mm NZ SIP Smart Roof Panels with 90mm Injection molded high density super insulated polyurethane core

Metalcraft quarter round gutter 125mm in Colorsteel Endura

Project 3

ARCI 421 Construction

HP V3 Vertibat Cavity Batten

Pre-finished 8g Wafer-Tek Screw bedded in silicone. Fix-brackets screwed true-to-line at 900mm centres maximum

VUW School of Architecture

JNL J-Frame 140 x 45mm Laminated Timber Framing fixed with 65 mm D Head Ring Shank Nails Fixed at 150 mm Centres and Smart Tab Adhesive Tab to Seal

Metalcraft quarter round gutter bracket

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of. 2400 x 1200mm attached to underside of laminated timber cavity battens with 65 mm D Head Ring Shank Nails

Herman Pacific V3 Vertibat Cavity Batten 100 x 4.0mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24)

I-beam @ 2400mm centres running through the NZ SIP wall panels, infill with PLY between I-beams 2 x 14g 100mm C3 Galv Specified screws @ 1200mm centres from I-beam web to top plate

JNL J-Frame 90 x 45mm Laminated Timber Framing

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood X clear Base

Exterior

4211TS Thermosash Insulating glass with Low-E coating

Scale:

Weather and air-tightness membrane on the exterior of the SIP panel

3D Cutaway Drawing

Interior

Timber Decking over Roofing 3 Membrane 1:5

Wall and Floor Junction 3.2

Sheet:

1:5

Detail of Steel Outrigger

150mm steel T beam

Spandrel panel

PEAKFORM Silhouette Suspended 1200 x 600mm Ceiling Grid System, Refer to Specification

50 x 150 mm extruded aluminium transom

15mm RH100 Fine Fissured Ceramaguard Ceiling Tile from Armstrong Suspended Ceiling Interior office wall - 45 x45 Timber Strapping at 600 Centres with 10mm GIB Standard

50 x 150 mm extruded aluminium mullion

Louvretec 200mm MAXI LOUVRE bracket fixed

7.2mm Feltex Carpet in Cosmos 18

200mm Hollowcore Slab with 70mm Reinforced Concrete Topping

EasySteel 35 x 45mm x 2 SHS Vertical Louvre Supports

Steel-grate at 50 x 50 mm grid maintentance catwalk on steel outrigger of depth 50mm

Client: Victoria University of Wellington SARC 321 - Construction Assignment 3

Facade

Project:

Drawing: 204 Victoria Street, Wellington

Issue Date:

1:5

14/ 10 / 2016

Roofing and Gutter Details

115 mm NZ SIP Smart Wall Panels with 90mm Injection molded high density super insulated polyurethane core

Extruded Aluminium Double T Bracket 90 Degrees with 4 holes

Consultant: Jessica Wright 300284827

Jessica Wright

Student I.D. number:

Flexible flashing tape lapped over flashing

Viking Roofspec DPH-3-PH5 Adjustable Buzon Pedestal with built-in slope correction. Supporting the timber decking joists. Height 55-79mm

Name:

3D Cutaway Drawing

Drawn Scale:

Date:

10/13/15

610 UB 101 Universal Steel beam

Sheet No:

A-201

A101

01 BRINGING THE GERMAN PAVILION BACK HOME final year thesis [2017, 18] supervisor: Peter Wood

As a methodologically driven project, my thesis is interested in the correspondence between ideas and drawings, and drawings and building, and with discovering inconsistencies through them. This is driven by the proposition that our entire engagement with architecture is through representation. Architecture is always representational and the more we engage with representation the more we push the envelope with what we consider architecture to be. My motivation for this proposal was that from linear perspective, as it has done so for centuries, we can produce evocative and meaningful vocabularies that attempt to enrich architecture. To engage with this further, and to reapply my analysis from my working I am testing the boundaries of how we use linear perspective, what we expect from it, and how we might challenge such expectations. My work has been examining Mies van der Rohes’ Barcelona Pavilion and his interior perspective drawing of it. The particular significance to my work being that Mies succeeded in formulating a new architectural language seemingly able to be repeated. Yet his drawings and collages as representations have a huge amount of complexity underlying the refinement and subtlety. These give rise to conflicting interpretations of his work. I have been unpicking Mies’ drawings to understand not just how his perspective images have been constructed, but what he was intending them to communicate. It is the relationship between the orthogonal plan and the perspective image that introduces the translation between ideas-to-drawings, drawings-to-buildings, and this has established my methodology. From investigating the perspectival correlation between plan and perspective I have designed a drawing apparatus which controls the parameters set up through my work to further analyse and reapply ideals to carry out drawings to test design. In wanting to establish parameters for design, the drawing apparatus explores a new way of drawing, making the drawings become witness of the performance, connecting movement and geometry. With a circular rhetoric that sets up my work, as I analysed Mies van der Rohe and linked the Barcelona Pavilion to Karl Friedrich Schinkel, and to Schinkel’s Altes Museum, my design explorations intended to reinterpret both buildings, to make a connection back to Schinkel, as the inspiration to Mies. I have designed a sculpture gallery on Museum Island in Berlin, situated perpendicular to Schinkel’s Altes Museum, between the Lustgarten and the River Spree.

Image: Drawing apparatus, projection from plan to perspective, perspective to plan. The stationary point and vanishing point behave as independent variables and the picture plane, horizon line and ground plane remain constant.

Drawings from the apparatus, projection from partial plan to perspective through multiple viewing points

Overlayed frames from the drawing apparatus of the Barcelona Pavilion plan, projected again to a distorted plan, and elevations, and physical model

North Elevation, with the Altes Museum. 1:200

East Elevation, with the Zeughaus across the River Spree. 1:200

11.

ain Gallery ce

p to the top floor

1. 10.

also as exhibition sequence ooms anding

19.

second floor

to ground floor s revealed upon entering the building 4.

6. 9.

Ground Floor.

13.

12..

14.

13. 15.

Third Floor.

17. 19.

18.

16.

Second Floor.

1. Entrance 2. Ramp down to Main Gallery 3. Compressed space 4. Elevators 5. Foyer 6. Main staircase up to the top floor 7. Bathrooms 8. Main Gallery 9. Smaller Gallery 10. Ramp, serving also as exhibition sequence 11. Access to Bathrooms 12. Main staircase landing 13. Gallery space 14. Elevator 15. Ramp down to second floor 16. Gallery 17. Elevator 18. Staircase down to ground floor 19. Gallery, which is revealed upon entering the building

19.

Ground Floor. Details of the 1:50 physical model: black stained ply.

13.

Interior Perspectives Entrance, looking toward the Main Gallery

VP VP

Interior Perspectives

e, looking toward the Main Gallery

Interior Perspective Entrance, looking toward the Main Gallery

Interior Perspective Looking across the Gallery spaces

Interior Perspective The Gridded Field established by the structure

VP VP

Interior Perspective Main Gallery, looking back toward the entrance

VP VP

02 TRANSITIONAL HOUSING FOR THE HOMELESS [2016] ARCI 412 - architecture design research, fourth year tutor: Jae Warrander

 

  



 

Structure is set out on a simple grid, which allows prefab modules to fit within.

A secondary planning grid at 400mm, 400mm, 1200mm determines the layout in plan and references the structural grid.

The facade and windows are corrospondent to a further grid from the grid on the existing building. Placement also references the other grids, particularly the secondary grid.

Isometric of the building, using the existing staircase as private access.

Extruded detail of the South facade.

Section Aa facing West showing inhabitation of the two apartments and access from the existing staircase.

LEVELS 1 AND 2 ENTRANCE BATHROOM KITCHEN

LEVEL 3 LIVING

LEVEL 4 BEDROOM

03 TRANSITIONAL HOUSING FOR THE HOMELESS DEVELOPED DESIGN [2016] ARCI 412 - architecture design research, fourth year tutor: Jae Warrander

This building has been designed as transitional housing for the homeless. This building comprises of eight floors and stratifying floor plates allow for sun access into all the spaces, and for access from the central staircase, eliminating circulation space within the floorplans. The design of the staircase and the robust logic of the design grid allows rooms to ‘plug-in’ to the structure at any level. The structure is set out on a primary grid, within which the planning has been laid out on a secondary grid for a ‘catalogue’ of different spatial arrangements.

The gridded steel structure allows for ‘floor cartridges’, and SIP wall and roof panels to fit within the structure, creating a range of typologies to accommodate for different people with different durations of stay but offering all to have a place to sleep, cook and clean.

It is constructed of a steel structure with Structurally Insulated Panels (SIP panels) for the walls and roof, and being pre-fabricated they reduce on-site construction time, and minimise waste. Prefabricated ‘floor cartridges’ also allow relatively quick and easy construction within the structural frame.

Front Elevation, and Perspective Section show the two tenancies within the structure

1. ENTRANCE 2. BATHROOM & LAUNDRY 3. BEDROOM 4. BEDROOM OR LIVING 5. LIVING & KITCHEN 6. BEDROOM 7. ENSUITE

Bathroom and Laundry

Bedroom

Living and Kitchen

Bedroom or Living

Bedroom and Ensuite

Interior Render of Shared Living and Kitchen

Interior Render of the First Floor

1200

Metalcraft espan 470 standing seam roof profile

A101

165 mm NZ SIP Smart Roof Panels Metalcraft Squareline 115mm box gutter

2 A101

15000 Level 8

Herman Pacific V3 Vertibat Cavity Batten

A102 Herman Pacific Vertical Shiplap Square Edge Cladding

13400 Roof

12600 Level 7

A102

3 Square Hollow Steel Sections SHS 25 x 25 x 1.6

A101

Metalcraft quarter round gutter

JNL J-Frame Laminated timber gauged decking 150 x 51mm Services Cavity

7000 Level 6

EXPOL UnderFloor R1.4 Underfloor Insulation

9300 Level 5

JNL J-Frame 140 x 45mm Laminated Timber Framing 600mm centres max JNL J-Frame 90 x 45mm Laminated Timber Framing

7700 Level 4 115 mm NZ SIP Smart Wall Panels with 90mm Injection molded high density super insulated polyurethane core Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

6400 Roof

Ply Tech Hoop Pine Plywood A/A Grade 19mm 9ply in sheets of 2400 x 1200mm for lining bathroom and kitchen

5500 Level 3

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm either side of flooring 'cartridges'

3200 Level 2

A102

2400 Level 1

310 UB 40 Steel I Beams Ply Tech Hoop Pine Plywood A/A Grade 19mm 9ply in sheets of 2400 x 1200mm for stair risers and treads Square Hollow Steel Sections SHS 25 x 25 x 1.6 supporting the stairs. The stairs are framed by the Steel I- beams, as trimming members

Longitudinal Section Aa 1 : 50

Metalcraft espan clip system with 12G x 35mm screws 3Â° min. slope

min. 180mm

5 mm gap

Stopends to roof cladding

Notched edge over Espan ribs

Metalcraft espan 470 standing seam roof profile Pre-finished sawtooth ridge cap flashing

79 mm

Building paper

165 mm NZ SIP Smart Roof Panels with 90mm Injection molded high density super insulated polyurethane core

Eaves Flashing required by E2/AS1 Pre-finished 8g Wafer-Tek Screw bedded in silicone Continuous Sealant over PEF rod Hemmed edge

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

Herman Pacific V3 Vertibat Cavity Batten

JNL J-Frame 90 x 45mm Laminated Timber Framing

Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base

JNL J-Frame 140 x 45mm Laminated Timber Framing

100 x 4.0mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24)

310 UB 40 Steel I Beams I-beam @ 2400mm centres running through the NZ SIP wall panels, infill with PLY between I-beams

30 mm min. framing penetration

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm 2 x 14g 100mm C3 Galv Specified screws @ 1200mm centres from I-beam web to top plate 18.5

180

SIPs Screws with minimum 30mm penetration in the 90 x 45mm blocking in the wall panel

HP56 Vertical Shiplap Square Edge - 155mm Cover

Roof Junction 1:5

Metalcraft espan clip system with 12G x 35mm screws

Stopends to roof cladding

Galvanised flat head nail for flashing Building paper

Metalcraft espan 470 standing seam roof profile min. 51 mm overhang

Pre-finished MagnaFlow eave flashing 0.55mm

Metalcraft Squareline 115mm box gutter

3Â° min. slope

Pre-finished 8g Wafer-Tek Screw bedded in silicone. Fix-brackets screwed true-to-line at 900mm centres maximum 5Â° min. slope Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base Herman Pacific Cap Flashing with minimum 5 Degree Fall & minimum cover as per E2/AS1 Table 7. Fixed through sides only Roof Underlay to provide separation of metal capping and timber 100 x 4.0mm HP Jolt Head Stainless Steel Annular Grooved Nail punched, paint primed and filled (or as per E2/AS1 - Table 24) Herman Pacific V3 Vertibat Cavity Batten

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm attached to underside of laminated timber cavity battens with 65 mm D Head Ring Shank Nails

I-beam @ 2400mm centres running through the NZ SIP wall panels, infill with PLY between I-beams Weather and air-tightness membrane on the exterior of the SIP panel Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

2 x 14g 100mm C3 Galv Specified screws @ 1200mm centres from I-beam web to top plate

Ply Tech Hoop Pine Plywood A/A Grade 19mm 9ply in sheets of 2400 x 1200mm

65 mm D Head Ring Shank Nails Fixed at 150 mm Centres with Smart Tab Adhesive Tab to Seal

Injection molded high density super insulated polyurethane core Interior

Concealed Gutter 1:5

Hermpac 75mm 12g stainless steel screw @ max 600mm centres 50x 2.8mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24)

Exterior

Services Cavity

Roof Junction 1:5

Square Hollow Steel Sections SHS 25 x 25 x 1.6 Viking Roofspec DPH-3-PH5 Adjustable Buzon Pedestal with built-in slope correction. Supporting the timber decking joists. Height 55-79mm Galv. flat head nail for flashing Pre-finished MagnaFlow eave flashing 0.55mm Pre-finished 8g Wafer-Tek Screw bedded in silicone. Fix-brackets screwed true-to-line at 900mm centres maximum

3Â° min. slope Pro clima INTELLO high performance vapour check and airtightness membrane

min. 35mm

Roof Underlay to provide separation of metal capping and timber

165 mm NZ SIP Smart Roof Panels with 90mm Injection molded high density super insulated polyurethane core

Metalcraft quarter round gutter 125mm in Colorsteel Endura

JNL J-Frame 140 x 45mm Laminated Timber Framing fixed with 65 mm D Head Ring Shank Nails Fixed at 150 mm Centres and Smart Tab Adhesive Tab to Seal

Metalcraft quarter round gutter bracket Herman Pacific V3 Vertibat Cavity Batten

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of. 2400 x 1200mm attached to underside of laminated timber cavity battens with 65 mm D Head Ring Shank Nails

100 x 4.0mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24)

I-beam @ 2400mm centres running through the NZ SIP wall panels, infill with PLY between I-beams 2 x 14g 100mm C3 Galv Specified screws @ 1200mm centres from I-beam web to top plate

JNL J-Frame 90 x 45mm Laminated Timber Framing

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood X clear Base

Weather and air-tightness membrane on the exterior of the SIP panel Exterior

Interior

115 mm NZ SIP Smart Wall Panels with 90mm Injection molded high density super insulated polyurethane core

Timber Decking over Roofing 3 Membrane 1:5

Ply Tech Hoop Pine Plywood A in sheets of 2400 x 1200mm

2 x 14g 100mm C3 Galv Specified screws @ 1200mm centres from I-beam web to top plate

Ply Tech Hoop Pine Plywood A 9ply in sheets of 2400 x 1200m

65 mm D Head Ring Shank Nails Fixed at 150 mm Centres with Smart Tab Adhesive Tab to Seal

Injection molded high density s insulated polyurethane core Interior

Concealed Gutter 1:5

Hermpac 75mm 12g stainless steel screw @ max 600mm centres 50x 2.8mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24) Building Underlay Flexible flashing tape lapped over flashing 75mm min. flashing leg above bottom of cladding

Roof Flashing with Bottom Edge Dressed Down or Notched as per Table 7 E2/AS1 Viking Roofspec DPH-2-PH5 Adjustable Buzon Pedestal with built-in slope correction. Supporting the timber decking joists. Height 44-57mm HP V3 Vertibat Cavity Batten Cavity closure strip set 15mm above drip edge to cladding Roofing Underlay continued up behind Flashing

Wall and Floor Junction 3.2

1:5

Exterior

Services Cavity

Herman Pacific Water Proof Building Underlay

90 x 45mm Laminated Timber Top Plate

Flexible flashing tape lapped over flashing

115 mm NZ SIP Smart Roof Panels with 90mm Injection molded high density super insulated polyurethane core

Herman Pacific V3 Vertibat Cavity Batten

Cavity Closure Strip set 15mm Above Drip Edge to Cladding

Head Flashing Stop End Window Head HC-SHIP-200

Continous Sealant over PEF rod JNL 19mm Laminated Timber Head and Sill 115 mm NZ SIP Smart Panel Wall

1.1

Window Head

Sealant between head flashing and joinery flange

Aluminium Head Flashing with minimum 15 degree fall and optional hemmed edges as per Table 7 E2/AS1

Fletcher Casement Window powdercoated 35mm FWDS Pacific Residential Suite. In-frame passive ventilation system anodised. 65 mm D Head Ring Shank Nails Fixed at 150 mm Centres Window Jamb HC-SHIP-202 Smart Tab Adhesive Tab to Seal

Herman Pacific V3 Vertibat Cavity Batten

1.2

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

Window Jamb Window Sill HC-SHIP-201 7mm min

Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base

min. head flashing extension 20mm10mm min. cover to cladding

1.3

Window Sill

115 mm NZ SIP Smart Roof Panels at 1200mm width Injection molded high density super insulated polyurethane core Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base Hermpac 75mm 12g stainless steel screw @ max 600mm

EXPOL UnderFloor R1.4 Underfloor Insulation, 80mm

Note: Please cut insulation to size to reduce compression at edges for continuous R-value

Aluminium Head Flashing with minimum 15 degree fall and optional hemmed edges as per Table 7 E2/AS1

Herman Pacific V3 Vertibat Cavity Batten

1.2

Window Jamb Window Sill HC-SHIP-201

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

7mm min

Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base

Ply T shee

min. head flashing extension 20mm10mm min. cover to cladding

1.3

Window Sill

115 Injec polyu

Herm cladd each not s

EXPOL UnderFloor R1.4 Underfloor Insulation, 80mm

50x 2.8mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24)

Note: Please cut insulation to size to reduce compression at edges for continuous R-value

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply . in sheets of 2400 x 1200mm 65 mm D Head Ring Shank Nails Fixed at 150 mm Centres

Building underlay Deck waterproof membrane carry up behind building wrap past wall framing bottom plate

min. above deck structure

min. drip edge 22 mm

3200 Level 2

min. below floor structure

35 mm50 mm

min. membrane upstand

166 mm

HP V3 Vertibat Cavity Batten

Thermakraft Supercourse 500 DCP (Damp Proof Course) uPVC cavity base closer mouldings as shown in E2/AS1 Figure 125 3 / 30 x 2.8mm FH nails Packer shot fastened to steel I-beam flange JNL J-Frame Laminated timber gauged decking 150 x 51mm

Corner Fillet

CHH futurebuild face mount hanger SIPs Screws with minimum 30mm penetration in the 90 x 45mm blocking in the wall panel

Ply Tech Hoop Pine Plywood A/C Grade 12.5m negative detail cavity. The blocking behind is to

Cavity closure strip set 15mm above drip edge to cladding

I-beam @ 2400mm centres running through the infill with PLY between I-beams

JNL J-Frame 90 x 45 mm Laminated Timber Bottom Plate 310 UB 40 Steel I Beam

Corner FacadeSequence Junction Construction 2 4 1:5

Weather and air-tightness membrane on the exterior of

JNL J-Frame Laminated timber blocking, secur Hex Head Self-tapping screw

Herman Pacific Water Proof Building Underlay

90 x 45mm Laminated Timber Top Plate

Flexible flashing tape lapped over flashing

115 mm NZ SIP Smart Roof Panels with 90mm Injection molded high density super insulated polyurethane core

Herman Pacific V3 Vertibat Cavity Batten

Cavity Closure Strip set 15mm Above Drip Edge to Cladding

Head Flashing Stop End Window Head HC-SHIP-200

Continous Sealant over PEF rod JNL 19mm Laminated Timber Head and Sill 115 mm NZ SIP Smart Panel Wall

1.1

Window Head

Sealant between head flashing and joinery flange

Aluminium Head Flashing with minimum 15 degree fall and optional hemmed edges as per Table 7 E2/AS1

Herman Pacific V3 Vertibat Cavity Batten

1.2

Window Jamb Window Sill HC-SHIP-201

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

7mm min

Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base

min. head flashing extension 20mm10mm min. cover to cladding

1.3

Window Sill

EXPOL UnderFloor R1.4 Underfloor Insulation, 80mm

Note: Please cut insulation to size to reduce compression at edges for continuous R-value

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply . in sheets of 2400 x 1200mm

50x 2.8mm HP Crown Head Annular Grooved Shank Nail (or as per E2/AS1 - Table 24)

65 mm D Head Ring Shank Nails Fixed at 150 mm Centres

Building underlay Deck waterproof membrane carry up behind building wrap past wall framing bottom plate

min. above deck structure

min. drip edge 22 mm

3200 Level 2

min. below floor structure

35 mm50 mm

min. membrane upstand

166 mm

HP V3 Vertibat Cavity Batten

Thermakraft Supercourse 500 DCP (Damp Proof Course) uPVC cavity base closer mouldings as shown in E2/AS1 Figure 125 3 / 30 x 2.8mm FH nails Packer shot fastened to steel I-beam flange

Corner Fillet

JNL J-Frame Laminated timber gauged decking 150 x 51mm CHH futurebuild face mount hanger SIPs Screws with minimum 30mm penetration in the 90 x 45mm blocking in the wall panel Cavity closure strip set 15mm above drip edge to cladding

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

115 mm NZ SIP Smart Wall Panels with 90mm Injection molded high density super insulated polyurethane core

Herman Pacific Vertical Shiplap Square Edge cladding, able to span up to 6.1m, junctions at each level. Note: Building underlay and flashings not shown for clarity.

Herman Pacific V3 Vertibat Cavity battens at 400mm to 480mm centres Ply Tech Hoop Pine Plywood A/C Grade 12.5mm screwed through blocking. 5mm negative detail cavity. The blocking behind is to be painted black I-beam @ 2400mm centres running through the NZ SIP wall panels, infill with PLY between I-beams JNL J-Frame Laminated timber blocking, secured to the I beam with Anzor 14G x 1 304 Hex Head Self-tapping screw

Construction Sequence

Weather and air-tightness membrane on the exterior of the SIP panel

Interior

Exterior

115 mm NZ SIP Smart Wall Panels with 90mm Injection molded high density super insulated polyurethane core Ply Tech Hoop Pine Plywood A/A Grade 19mm 9ply in sheets of 2400 x 1200mm

Herman Pacific Vertical Shiplap Square Edge Cladding 155mm cover. Bandsawn Face, Machine Coated in Wood -X clear Base

EXPOL UnderFloor R1.4 Underfloor Insulation, 80mm

Standard Wire Chase

Ply Tech Hoop Pine Plywood A/C Grade 12.5mm 7 ply in sheets of 2400 x 1200mm

Assembly Drawing

SIPs Screws with minimum 30mm penetration in the 90 x 45mm blocking in the wall panel Flexible flashing tape lapped over flashing JNL J-Frame 90 x 45 mm Laminated Timber Bottom Plate

45 mm 5mm min. gap

51 mm

JNL J-Frame Laminated timber blocking, secured to the 310 UB 40 Steel I Beam with Anzor 14G x 1 304 Hex Head Self-tapping screw

Cavity closure strip set 15mm above drip edge to cladding 35mm min. cover to flashing 15mm min. drip 35mm edge min. cover 38 mm

10200

lvl 7 living2

Building underlay

20 mm

to cladding

Aluminium Z Flashing with minimum 15 degree fall as per Table 7 E2/AS1 JNL J-Frame 90 x 45 mm Laminated Timber Top Plate 65 mm D Head Ring Shank Nails Fixed at 150 mm Centres Smart Tab Adhesive Tab to Seal

04 RELIQUAR[R]Y [2016] ARCI 411 - architecture design research, fourth year tutor: Daniel K. Brown

This intervention plays off the tension surrounding the scarred site of Owhiro Bay Quarry, in wanting to eliminate the evidence of human intervention / disruption - questioning and responding to what can come out of preserving the remnant. Tension lies in stating that the site must stay in its destructed state so as to enhance awareness of mankindâ&#x20AC;&#x2122;s impact on the environment - yet any new intervention to the site is further a destructive act. The architecture is intended to frame the beauty and drama present in the site, while preserving the history and ruins of the landscape. Through architecture there is an opportunity to not just preserve the site, but to allow the site to reveal several stories of existence that once coincided. The narrative helps to make sense of the site, and the site of the architecture. This thesis began by questioning the future of the site, and what restoring it may mean. It is focussed on investigating; how architecture can be not suppressed from the sensory realm so to create a feeling of detachment or alienation, as the site feels from the environment; how to not only preserve the site through the architecture but to allow a story of the existence in time to be read; how to allow the site to be understood, in a way that makes sense of the abuse of the site; and how to be respectful to the connection between people and the natural environment so to make a transparent built object. Evident shifts off grid suggest a deep connection and history with the landscape. These shifts reflect the hidden choreography of the architecture. Separation between the ruins of old architectural elements, human intervention, and new architecture becomes blurred - questioning if the objects themselves on the site created the damage. The two main vertical elements of the intervention have a strong relationship and dialogue between them. Originally situated on the same axis, the eastern form has turned to face the South Island and the huge scale of empty framework left firmly grounded in site has a grand presence to it, emphasised by a shaft of light. The top of the second form has an evident shift off axis, aligning itself on the same grid line as the first form. Approaching from the east this form has a strong presence, and toward the South is revealed as an abandoned shell. The way the ruins are embedded yet stick out from the landscape suggests how the ground has shifted underneath them since they have been there.

Rendered Perspective of a bathroom space.

Sectioned plan

Entrance to the Memorial from the South, looking North into the terraces of the site.

Sectioned isometric drawings

Perspective render of memorial space

Rendered Perspective of the Memorial Space, looking South

Perspective render of entrance up to the building

Access to the Memorial and Cabins. :DOOV UHĂ HFW WKH VFDOH RI WKH WLHUV DQG LQKLELW YLHZV RWKHU WKDQ DORQJ WKH PDLQ D[LV

05 EARTHQUAKE MUSEUM [2015] ARCI 312 - design, third year tutor: Hew

Structural Model

Perspective render of memorial space, looking through to main hall / exhibition

Structural model

Longitudinal section facing West

Reduced Scale:

Author

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A112

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A110

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A111

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1 : 200

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level 1

Project Name Enter address here

Drawing:

Address: Project:

Project:

Address:

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Address:

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Project Name Project Name

1 : 200

Catering kitchen facilities

Status:

Drawn Scale: Drawing:

1 : 200

Unnamed

Status:

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Project:

Your Company Address Here

This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission.

Your Company Name

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FDW

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Staff Common Room

Sta Drawn Scale:

Library Computer area

Your Company Name UP

Your Company Address Here

Status:

Large Auditorium

Enter address here

Entrance

DN Atrium UP

This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission.

Backstage toilets

DN Small auditorium

Loading door

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This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission.

FDW Address:

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Large auditorium Crew room

Foyer Computer lab

Reception/ Meeting rooms

UP DN

This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission. Auditorium support

Storage

Small Auditorium

Dressing room

Project Status

Rehearsal room

Your Company Name Your Company Address Here

Workshop Recording venue

DN UP

Reception VIP dressing room

Staff Offices

VIP dressing room

SECOND FLOOR GROUND FLOOR

BASEMENT

This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission.

Revision:

SCHOOL OF MUSIC [2015] ARCI 312 - design, third year tutor: Reed Wurster

Scale 1:200

LIBRARY ENTRY / RECEPTION AREAS AUDITORIUM SUPPORT AREAS ACADEMIC BLOCK STAFF BLOCK AUDITORIUM

Revision: Project:

Revision:

Enter address here

Tutorial room

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Small teaching room

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Small teaching room

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Small teaching room

Keyboard lab

This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission.

Small teaching room

Your Company Address Here

Large teaching room

CAD Filename:

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Tutorial room

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Tutorial room

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This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission.

Small teaching room

Storage

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This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission.

Unnamed

Large teaching room

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Small teaching room

Cleaners cupboard

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Post-grad facilities

Small teaching room

Your Company Name

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Enter address here

Drawing:

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Small teaching room

Student common room

Project Name

Project:

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Drawing:

DWF

Unnamed

Status:

Project:

This design and drawing is the copyright of ABC Limited and is not to be reproduced without written permission.

atus:

Enter address here

Small teaching room

Storage

Address:

FIFTH FLOOR

Lockers

Project Status

Storage

Staff offices

Your Company Name

Staff Common Room

FOURTH FLOOR

Your Company Address Here

THIRD FLOOR

PERSPECTIVE CUTAWAY OF SOUTH- WEST FACADE DETAILING SCALE 1:100

07 OFFICE BUILDING FACADE [2015] ARCI 321 - Construction, third year tutor: Arindam Sen

1:50 laser cut facade model

2100

Consultant: Jessica Wright 300284827

Client: Victoria University of Wellington SARC 321 - Construction Assignment 3

210

Facade

Project:

204 Victoria Street, We

1000

14800

Thermosash infill panel hiding structure and services

1850

Louvretec 200mm MAXI LOUVRE bracket fixed 4211TS Thermosash Insulating glass with Low-E coating

EasySteel 35 x 45mm x 2 SHS Vertical Louvre Supports Fletchers 50 x 150 mm extruded aluminium transom

850

Fletchers 50 x 150 mm extruded aluminium mullion

Third 11100

100

ellington

200 141

850

Fourth

Drawing:

Facade Elevation Callout

Drawn Scale:

1 : 20

Date:

10/10/15

Sheet No:

A-102

Facade Section 1 : 20

Extruded Aluminium Double T Bracket 90 Degrees with 4 holes

4211TS Thermosash Insulating glass with Low-E coating

Fletchers 50 x 150 mm extruded aluminium transom

50 x 150 mm extruded aluminium mullion

Louvretec 200mm MAXI LOUVRE bracket fixed

Painted Steel Vertical Strut

Steel-grate at 50 x 50 mm grid maintentance catwalk on steel outrigger of depth 50mm

Steel strapping bolting louvre to beam

150mm steel T beam

Steel strapping with ___mm bolts

Consultant: Jessica Wright 300284827

Client: Victoria University of Wellington SARC 321 - Construction Assignment 3

Facade

Project:

204 Victoria Street, We

ellington

Fourth 14800

Suspended Ceiling

Ceiling services

PEAKFORM Silhouette Suspended 1200 x 600mm Ceiling Grid System, Refer to Specification

15mm RH100 Fine Fissured Ceramaguard Ceiling Tile from Armstrong 310 UB 32 Universal I beam spanning the shortest width of the building 610 UB 101 Universal Steel I Beam spanning primary axis along the longest distance. Covered in Intumescent paint

OFFICE SPACE

500 x 500 mm square Reinforced concrete column, refer to structural engineer's drawing 7.2mm Feltex Carpet in Cosmos 18 200mm Hollowcore Slab with 70mm Reinforced Concrete Topping

Third 11100

Drawing:

Facade Section

Drawn Scale:

1 : 20

Date:

08/01/15

Sheet No:

A-104

NORTH

1 A-104

OFFICE SPACE

2100

Detail Notes Facade systems: Curtain wall clipped in position internally. Fletchers 50 x 150 mm extruded aluminium transoms and mullions placed on grid vertically at floor level of 3700mm, and ceiling level 2670mm, and on a grid 820mm from floor. Horizontal grid is at 2100mm spacing. Glass is 4211TS Thermosash Insulating glass with Low-E coating. Louvre system as Louvretec 200mm MAXI LOUVRE bracket fixed. Fixed to curtain wall through tapered 150 deep steel I beam attached to mullion through bolts in flange, and attached to extruded Easysteel 35x45mm SHS as part of the louvre frame with connection between through a double T bracket 90 degrees with four bolts. Building structure: 500 x 500 Reinforced concrete columns at building grid of 10.5m. 610 UB 101 Universal Steel beams spanning primary axis along the longest distance, and 310 UB 32 Unversal beams on the secondary axis. 200mm deep Reinforced Hollowcore concrete slab spans as floor diaphragm, with 70mm concrete topping slab.

Consultant: Jessica Wright 300284827

Client: Victoria University of Wellington SARC 321 - Construction Assignment 3

Facade

Project:

204 Victoria Street, We

Fletchers 50 x 150 mm extruded aluminium transom Fletchers 50 x 150 mm extruded aluminium mullion 4211TS Thermosash Insulating glass with Low-E coating

ellington

617 600

EasySteel 35 x 45mm x 2 SHS Vertical Louvre Supports

Louvretec 200mm MAXI LOUVRE bracket fixed

Steel-grate at 50 x 50 mm grid maintentance catwalk on steel outrigger of depth 50mm

Drawing:

Plan of Facade Section

Drawn Scale:

1 : 20

Date:

10/10/15

Sheet No:

A-103

3D Cutaway Drawing

4211TS Thermosash Insulating glass with Low-E coating

Extruded Aluminium Double T Bracket 90 Degrees with 4 holes

150mm steel T beam

Spandrel panel

50 x 150 mm extruded aluminium transom

50 x 150 mm extruded aluminium mullion

Louvretec 200mm MAXI LOUVRE bracket fixed

EasySteel 35 x 45mm x 2 SHS Vertical Louvre Supports

Steel-grate at 50 x 50 mm grid maintentance catwalk on steel outrigger of depth 50mm

Consultant: Jessica Wright 300284827

Client: Victoria University of Wellington SARC 321 - Construction Assignment 3

Facade

Project:

204 Victoria Street, We

ellington

Detail of Steel Outrigger

PEAKFORM Silhouette Suspended 1200 x 600mm Ceiling Grid System, Refer to Specification 15mm RH100 Fine Fissured Ceramaguard Ceiling Tile from Armstrong Suspended Ceiling Interior office wall - 45 x45 Timber Strapping at 600 Centres with 10mm GIB Standard

7.2mm Feltex Carpet in Cosmos 18

200mm Hollowcore Slab with 70mm Reinforced Concrete Topping

610 UB 101 Universal Steel beam

Drawing:

3D Cutaway Drawing

Drawn Scale:

Date:

10/13/15

Sheet No:

A-201

08 RITUAL & GEOMETRY [2015] ARCI 311 - design, third year tutor: Achille Segard

This project, intended to be as a place to eat, instead references the ritual of fasting, and creates geometry emphasising subconscious tension surrounding the act of not eating. As fasting is abstinence from food or drink, it is through the visual aspect of viewing the eating of food that this ritual is taken into geometric form. Making visual perception the driver behind each of these phases, visualised perception between mouth and food is created by the relationship between perspective projection- mouth angle, and object isometric- position of food (object). The final design portrays a perception journey through the pavilion, drawing the person into a subconscious awareness of the space. As the geometry was carried into the ground plane through a one point perspective, it is intended that this projection through the spaces, leads to subconscious awareness of the tension nodes. There are three phases to eating of which there have been three steps taken through each of these phases to create the geometry; 01/ movement map 02/ perception map 03/ movement extraction

09 CINEMA [2014] ARCI 212 - design, second year tutor: James Coyle

10 KNOT HOUSE [2014] ARCI 212 - design, second year tutor: James Coyle