Detail, Material + Assembly

1.

works]

THE ENGINE SHED

[stephenson

LT - I nterior Architecture T:

+44 [0] 7950 364 915

E:

lauren @ teagues . me . uk

W:

www . lteague . co . uk

2.

Technology Report

0 _ Introduction

4

1 _ Existing Building

9

2 _ Intervention

19

3 _ Planning

30

4 _ Detailed Fit-Out

35

5 _Appendix

39

3.

THE ENGINE SHED

[stephenson works]

0.1 _

project overview

5

0.2 _

site location

6

0.3 _

interpretation of brief

8

4.

introduction]

THE ENGINE SHED

[0 _

The Engine Shed, Newcastle at the site of the existing

[1823]. Built Works

and owned by

upon

Tyne,

is an intervention

Stephenson Works Building Robert Stephenson & Co,

connects to the old office block on

the

South Street

[plus no. 18, now demolished] and was set up as a warehouse for the manufacturing of the locomotive.

As

such, the site

carries an extensive history with the development of the

British railway. Following the vacation of the Stephensons in

1902,

the

Works became home to motor company George

& Jobling [1904]. This

continued the site’s links with

the transportation industry as the new owners used the warehouse to import and model bespoke

Ford

cars [as well

as manufacturing plane components during the

War].

First World

5.

overview]

INTRODUCTION

[0.1 _

0.2.1

National Location

The

20 South

Project:

0.2.2

Regional Location

Street [Newcastle upon Tyne] in the North East of the UK.

Client:

0.2.3

Local Location

Its

Newcastle Central Railway Station

Site:

0.2.4

Stephenson Quarter

enabled the tracks originally to run through the site itself.

Location:

site of the former

close proximity to

Stephenson Works

sits at

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

upon

Title:

Location Maps

Scale:

Not To Scale

Tyne

N

site location]

INTRODUCTION

[0.2 _

0.2.3

0.2.4 0.2.2

6.

0.2.1

0.2.5

West Facade [Sussex Street]

Currently,

0.2.6

East Facade [South Street]

development of a

the site is situated in the middle of the

‘Stephenson Quarter’,

of the surrounding local area.

involving a reform

The Works

itself, however,

will not be touched by this scheme.

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

The

site at

20 South Street [Newcastle

upon

Tyne]

upon

has

two main entrances on opposing elevations of the building.

Title:

Site Plan

Currently

Scale:

1:2000 @A4

only the

West

Tyne

elevation is used as a public

entrance when the site hosts event nights.

Site Stephenson Quarter Boundary Entrance Point

0.2.5

0.2.6

N

7.

offices post office depot

offices offices

trade

development

yard

+

residential

site location]

carpark

reserved for

studios

INTRODUCTION

dove’s

[0.2 _

plaza hotel

0.3.1

Original

photograph

Inspired

0.3.2

Original

photograph

implanted within the site, the new intervention will provide

0.3.3

Original

photograph

a platform for the repurposing and up-cycling of vintage

0.3.4

Salvaged

remains pre-restoration

racing cars.

0.3.5

Card

modelling of new body

famously altered the traditional

0.3.6

Back

in working order

Ford]

by

the

continuous

AE George

transportation

history

was himself a fan of racing and

Model T Ford [The Golden

in order to prove its ability to compete.

The Engine Shed will enable fanatics to have bespoke bodies built for their vehicles, as well as offering opportunity to meet with other aspiring racers or collectors. also be room for recreational events and clubs to meet.

Additionally,

There

will

Slot Car Racing

the space will encourage new

members to learn the historical story of the

Golden Ford

and its subsequent restoration before seeing isimilar works happen before their own eyes in the workshop.

[0.3 _

INTRODUCTION

0.3.2

0.3.5

0.3.3

0.3.6

interpretation of brief]

0.3.4

8.

0.3.1

9.

1.1 _

building development

10

1.2 _

original drawings

11

1.3 _

site photographs

15

1.4 _

listing status

16

1.5 _

condition

1.6 _

structural loads

+

defects

17 18

existing building]

THE ENGINGE SHED

[1 _

1.1.1

First Phase [1838-45]

The a-symmetric

1.1.2

Second Phase [-1850s]

part to the order in which elements of the building were

1.1.3

Third Phase [-1902]

constructed:

1.1.4

Boiler Shop

pre-restoration

the first to be erected

1.1.5

Boiler Shop

pre-restoration

of only two walls at the

1.1.6

Mezanine Level

pre-restoration

The

20 South Street

shape of

most western range

[although North

is due in

[Sussex Street] South

providing

structures shelter to the workshop] and potentially sat to fit in between existing buildings at

18 South Street

such, the building has always been countable in three

clear zones:

was

at the time consisted and

As

A - Workshop [Boiler Shop] B - Offices C - Mezzanine Level

and

another potentially existing building at the site of the

In 1990,

current office space.

Stephenson Works

major work was carried out to make the safe for use and conserve the historical

nature of the building.

Over

the offices in their

building wind and watertight, followed by a full renovation

current capacity were constructed and the workshop was

of repairs and, finally, adding/upgrading services and

extended progressively further east, eventually matching

facilties.

the course of the late

up to become one site.

It

1800s,

The initial concern was to make the

wasn’t until

George + Jobling

took over the building, however, that the glazing was put in place along the west facade and the mezzanine gallery was built.

1.1.1

1.1.2

1.1.3

N

Plans

not to scale

[1.1 _

EXISTING BUILDING

building development]

1.1.6

10.

1.1.4

1.1.5

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

upon

Tyne

Original Elevations 1.2.1 1:250 @A4

N

Measurements

are in mm, to the nearest

5mm,

unless stated otherwise

11.

ffl

+ 10 355

ffl

+ 10 555

ffl

+ 8035

ffl

+ 8235

ffl + 4500 level 1

ffl level ffl

0 - 850

35 420

1

7650

2

5770

3

7100

4

7750

5

7150

6

Elevation A

ffl

+ 6970

ffl + 4500 level 1

ffl level ffl

6

8140

5

8365

4

7100

44 945

3

7100

2

7100

1

7170

0

0 - 225

Elevation B

original drawings]

+ 10 725

EXISTING BUILDING

[1.2 _ ffl

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

upon

Tyne

Original Ground Floor Plan 1.2.2 1:250 @A4

N

Measurements

are in mm, to the nearest

5mm,

unless stated otherwise

0 6570

7060

7095

7095

7050

7125

12.

b

a

e

8735

7335

d

c

6780 a

a

a

1

6050

2

7085

3

7085

4

7085

5

7025

6

original drawings]

b

EXISTING BUILDING

6970

[1.2 _

3115

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

upon

Tyne

Original First Floor Plan 1.2.3 1:250 @A4

N

Measurements

are in mm, to the nearest

5mm,

unless stated otherwise

0 6570

7060

7095

7095

7050

7125

13.

b

a

e

8735

7335

d

c

6780 a

a

a

1

6050

2

7085

3

7085

4

7085

5

7025

6

original drawings]

b

EXISTING BUILDING

6970

[1.2 _

3115

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

Measurements

are in mm, to the nearest

5mm,

unless stated otherwise

upon

Tyne

Original Section AA 1.2.4 Drawn

at

1:100

Scaled

to fit

@A4

14.

ffl

+ 10 725

ffl

+ 9660

ffl

+ 9370

ffl

+ 7100

1

level

0

9230

7965

7275

6650

original drawings]

31 120

- 850

EXISTING BUILDING

ffl

[1.2 _

level

1.3.1

1.3.1

Interior

elevation of south wall

1.3.2

Overview

of

1.3.3

Mezanine

level

1.3.4

Roof

1.3.5

Internal

Boiler Shop

structure with rooflights capture of western facade

1.3.2

1.3.3

15.

1.3.5 1.3.4

[1.3 _

INTRODUCTION

site photographs]

1.4.1

King + Queen Post Trusses

The Stephenson Works

1.4.2

Roof Structure + Rooflights

a

1.4.3

Old Boiler

builiding.

1.4.4

Circular Stairwell

must be preserved and that the character of the intervention

1.4.5

Stair Covers + Iron Railing

structure must conform with that of the original building.

1.4.6

Office Floor Tiles

Key

1.4.7

North/South Walls

1.4.8

Eastern Facade [w.

1.4.9

Western Facade

“These structures are of interest as un-altered industrial buildings of

Cast Iron Columns

gain additional importance from having been part of the

1.4.10

lintel]

building at

Grade II* [since 1990 This

20 South Street

previously

listed

means that there are various features that

listed features are shown in images

Stephenson Co.

Grade II]

is

1.4.1 - 1.4.10.

examples of relatively the

1840s-60s

and

R

locomotive factory which occupied the site between

1823

and

1902.”

1.4.1 1.4.2 1.4.10

-English Heritage Listing 1120815

“Twenty South Street

is primarily significant as:

The

well

1.4.6

preserved remains of the first purpose-built locomotives manufactory in the world”

- Conservation Plan

1.4.9 1.4.7 1.4.3

1.4.4 1.4.5 1.4.8

N

1.4.2

1.4.1

1.4.4

1.4.3

1.4.5

16.

1.4.6

1.4.10

1.4.9

listing status]

EXISTING BUILDING

1.4.8

[1.4 _

1.4.7

The

1.5.1

Plaster

1.5.2

Gaps

1.5.3

Recurring

1.5.4

Truss

reinforcement

1.5.5

Water

leakage

Large

1.5.6

Green

moss and unsafe paving

sandstone based, which has a lower resistance to moisture

coming away from walls

in mortar pointing repair of concrete floor

site is clearly exhibiting general signs of extended

wear and tear due to its age and intensely high compact industrial use.

expanses of the brickwork across the building are

build up than clay.

The

limestone render is also starting

to disintegrate away from a significant proportion of the sandstone brick and so no longer constitutes a protective layer.

In

addition, the mortar has worn away in between

a lot of the redbrick surfaces and some areas have been infilled with different brick/blockworks to add stability or to infill gaps left during the alterations to the building’s

1.5.2 1.5.4

structure.

The

concrete floor has quite clearly been repaired on many

occasions in different areas. uneven floor surface.

This

has left a significantly

The South Street

elevation is

showing a lot of mould and disuse, with the majority of the pavement in front of the doors now crumbled away

1.5.1 1.5.3

1.5.5 1.5.6

N

17.

1.5.2

1.5.3

1.5.4

1.5.5

1.5.6

[1.5 _

1.5.1

+

defects]

EXISTING BUILDING condition

1.6.1

East

elevation office facade

The

1.6.2

East

elevation boiler shop red brick

is of a load-bearing masonry in an

1.6.3

Interior

1.6.4

West

1.6.5

English Garden Wall Bond

key structural fabric of the

Bond [composing

brick

Stephenson Works

site

English Garden Wall

of one row of headers, followed by three

rows of stretchers, repeated], which was a popular choice

elevation facade diagram

in the

North East

are an average of

after the late

600mm

18th Century. The

walls

in thickness, which suggests

that a double layer of bricks would have been used to add additional insulation and protection from the exterior elements.

The

majority of the building’s weight comes fromthe roof.

As such, the load carries through the trusses and transfers down the supporting columns, spreading out through the concrete floor slab.

Live

loads are also imposed across

the two floor levels and require extra support through the joists on the upper level in order to suppor tthe flooring.

1.6.1

1.6.2

1.6.3

1.6.4

1.6.5

Structural Load Live Load

Stress in Tension Drawings

not to scale

Stress in Compression

18.

Queen Post Truss

King Post Truss

structural loads]

EXISTING BUILDING

[1.6 _

19.

2.1 _

design concept

20

2.2 _

proposed drawings

21

2.3 _

primary structure

25

2.4 _

secondary structure

27

THE ENGINE SHED

[2 _ intervention]

2.1.1

The Engine Shed

scheme model

When

old cars become crap wastage, they are crushed

into steel boxes of shipped off.

2x5

This

2x5ft,

compacted into container and

design scheme takes that notion of the

steel box as its primary inspiration and draws upon a

gridlike concept that interprets individual modular units into useable spaces.

When AE George

converted the

Model T Ford

so that he

could race, the internal capacity would have been very small and the design reflects this.

The

material palette has been carefully chosen both by

appropriate colour and desired texture.

The

design scheme

requires that each ‘box’ is lined internally with yellow, shiny materials and externally with dull, grey.

This

is

to form a contrast between the two in a way directly opposite to the makeup of a car’s body work, where the dull components are hidden on the inside and the beautiful exterior is shown off.

20.

2.1.1

[2.1 _

INTERVENTION design concept]

1

Slot Racing Event Space

2

Car Restoration Workshop

3

Retail Area

4

Consultation Rooms

5

Reception

6

Staff Room

7

Large Format Printing

8

Studio Space

9

Studio Material Storage

10

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

upon

Tyne

Proposed Level 0 Floor Plan 2.2.1 1:250 @A4

Largescale [Workshop] Material Storage

N

Measurements

are in mm, to the nearest

5mm,

unless stated otherwise

21.

1

2

3

INTERVENTION

proposed drawings]

6 7 8 9 10

[2.2 _ 4 5

1

Meeting/Event Space

2

Void Over Engineering Workshop

3

Walkway Between Levels

4

Lift

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

upon

Tyne

Proposed Level 1 Floor Plan 2.2.2 1:250 @A4

N

Measurements

are in mm, to the nearest

5mm,

unless stated otherwise

22.

1

2

3

[2.2 _ 4

INTERVENTION

proposed drawings]

1

Speech Plinth

2

Void Over Engineering Workshop

3

Eatery

4

Lift

5

Golden T Ford Plinth

6

Permanent Exhibition

7

Staff WC

8

Plant Room

9

Public Restrooms

10

Temporary Exhibition Space

11

Storage

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

upon

Tyne

Proposed Level 2 Floor Plan 2.2.3 1:250 @A4

N

Measurements

are in mm, to the nearest

5mm,

unless stated otherwise

23.

1

2

3

5

INTERVENTION

7 8 9 10 11

proposed drawings]

6

[2.2 _ 4

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title:

upon

Tyne

Proposed Design Section AA

Drawing #

2.2.4

Scale:

Drawn

at

Scaled

to fit

1:100 @A4

24.

[2.2 _

INTERVENTION

proposed drawings]

The

core structure of the intervention is made up of steel

Project:

boxes constructed from cold-formed steel hollow sections.

Client:

These

are designed to structurally support themselves and

each other.

The

axonometric diagram shows the make-up of

the three levels of the primary structure. plan view of

2400x6000mm,

to be of an inhabitable size.

Each ‘box’

are designed

Drawing #

specifically to be assembled individually offsite and joined

Scale:

at

Levels 0

and

2

1500mm. They

are

implimented.

Due

to the small tolerance allowed for the accuracy of

these boxes to fit together over the span of the existing building, a

40mm

self-levelling screed will be applied to

the existing concrete floor, which is cracked and unlevel across the majority of the workshop.

The

steel columns will be anchor bolted through the

concrete [see drawing

#2.3.2]

and safe transfer of loads.

in order to ensure stability

The

two further levels are

welded to the boxes below [where able] and further bolted using flat splice plates.

Measurements

are in mm, to the nearest

1mm,

unless stated otherwise

Stephenson Works 20 South Street upon

Tyne

allowing the interior space

Title:

Level 1

The Robert Stephenson Trust

Newcastle

has a

together at the site before the secondary structure is

diagram not to scale

Location:

2700mm

in height with

Axonometric

Site:

The Engine Shed

Primary Structure Boxes 2.3.1 1:100 @A4

25.

6000

2400

2400

2700

1500

6000

INTERVENTION

2400

primary structure]

2700

6900

[2.3 _

6000

1

150 x 150

2

150 x 200mm [welded

Measurements

are in mm, to the nearest

1mm,

mm square hollow steel column rectangular hollow steel beam

to side of column]

Client: Site:

3

splice plate

4

hexagon bolt head

5

steel slab base plate [welded to column]

6

non-shrinkable grout

7

leveling screed

Drawing #

8

hole for grout

Scale:

9

existing concrete floor

10

bolt box

11

large washer fixed to bolt [prevents pull-out]

unless stated otherwise

Project:

Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title:

upon

Tyne

Column Floor Connection 2.3.2 1:5 @A4

26.

1

INTERVENTION

8

9 10 11

primary structure]

4 5 6 7

[2.3 _ 2 3

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

Measurements

are in mm, to the nearest

5mm,

unless stated otherwise

upon

Section BB 2.4.1 1:20 @A4

Tyne

27.

[2.4 _

INTERVENTION

secondary structure]

A B

Project:

The Engine Shed

Client:

The Robert Stephenson Trust

Site:

Stephenson Works

Location:

20 South Street Newcastle

Title:

A

Scale:

1:5 @ A4

A

are in mm, to the nearest

5mm,

unless stated otherwise

Tyne

Ceiling/Balcony Construction

Drawing #

Measurements

upon

28.

Rigid Insulation

Balancer 15mm Plywood Arpa Laminate

Separation Layer 40mm Rigid Insulation Steel Tray

INTERVENTION

75mm Screed

secondary structure]

3mm Altro Resin

[2.4 _

Plasterboard Plaster Skim Eaglewood Paint

Project:

The Engine Shed

Client:

The Robert Stephenson Trust

Site:

Stephenson Works

Location:

20 South Street Newcastle

Title:

B

Scale:

1:2 @ A4

B

are in mm, to the nearest

5mm,

unless stated otherwise

Tyne

Floor/Wall Composition

Drawing #

Measurements

upon

29.

Pilkington 60mm Sound Insulating Glass

Rubber Bung Plate Wooden Batten Bolt

[2.4 _ INTERVENTION

secondary structure]

30.

zoning

+

3.2 _

inclusive access

32

3.3 _

fire strategy

34

circulation

31

[3 _

3.1 _

THE ENGINE SHED

planning strategy]

The diagrams opposite show the composition of the interior space and how the elements work together.

For

is clear that the majority of useable space on

example, it

Level 1

is

used to accommodate the circulation of the public between the lower and upper floors.

Equally, all of the public areas

[excluding

the initial reception desk] are

in the building on

Level 2,

encouraging a journey to be made through the

space.

The

vertical links between spaces are are also evident

throughout, particularly between the event spaces on all three levels and the access between the workshop, work area on

L0

and the plant room on

L2.

Public Plans

Private

not to scale

Measurements

are approximate and to the nearest

0.01m

2

Circulation

N

Private Hire

31.

coffee shop event space

kitchen

exhibition space plant room staff wc storage

restrooms

[3.1

l2

+

reception

working area

l1

l0

circulation]

consultation rooms

staff room

PLANNING STRATEGY

workshop

zoning

event space

event space

Approved Document M: Access To + Use Of Buildings

Reasonable provision shall a) gain access to; and b) use

be made for people to:

the building and its facilities

The

existing site provides two parking bays suitable for

disabled people.

These

of the building.

As

are located along the west elevation

such, an additional entrance

[2]

is

available to disabled users who wish to use the carparking facilities in order to prevent the need to make a further journey round to the front [east] facade of building.

A

mechanical door with a control pad will be installed in this

800mm

entrance for ease of use.

Upon

reflection, it

might also be appropriate to incorporate disabled parking to the east facade for those specifically wishing to use the regular public entrance.

The

public entrance

approximate ratio of

[1]

already uses a ramp with an

1:12. This

will remain relatively

untouched, other than the addition of the levelling screed on top.

This

will not, however, alter the accessibility of

the ramp.

1

Main

2

Accessible

3

Car

public entrance entrance

delivery entrance

N

32.

1 l0

3 2

inclusive access]

PLANNING STRATEGY

[3.2

Ramps

are beneficial not only for disabled persons but

for users with push chairs or carrying excessive baggage.

Every

ramp in this scheme is at the same height:length

ratio

[1:12]

in order to provide consistency throughout,

as well as complying with

The

Part M

regulations.

passsanger lift has an interior of

1400

x

1100mm

which satisfies the minimum measurement requirements with an unobstrcuted landing pad of at least on exit.

All

1500

x

1500mm

public areas of the scheme are available via

the lift.

Although

some of the staircases are existing, these are

only to be privately used by staff.

All

public stairs are of

equal pitch and incorporate safety nosing for the partially impaired.

All circulation areas are undistrupted at a 2100mm width.

1:12 2400

Public Lift Disabled WC Stairs Ramp

N

200

33.

l2

inclusive access]

PLANNING STRATEGY

[3.2

l0 l1

B1: Means Of Warning + Escape

To

Door Use [Regular Condition]

ensure satisfactory provision of means of giving an

1

Private Studio

alarm of fire and a satisfactory standard of means of

2

Main Public Exit

escape for persons in the event of fire in a building.

3

Staff Exit

4

Emergency Exit Only

5

Engineering Workshop

As

a

that

‘small

premise’, it is often acceptable to assume

the breakout of fire would be noticed internally

by eye and that the alarm could be raised accordingly.

However,

due to the high-intensity of the workshop and

the hidden nature of the offices, heat detectors [activated at

58o]

will be installed as a means of warning.

These

are

more approprate to the workshop than smoke detectors, as the steelwork could set off smoke and fumes that would accidentally trigger the alarms.

Although

they are not all publicly available as part of the

building’s regular functioning, there are in fact five exits to the building which can be accessed in the event of fire.

Accommodation

Max Capactiy [based on area]

276.14

1.5

184

74.16

Event Space

167.30

Consultation Rooms Workshop

Other Workspace Plant/Staff not to scale

m2/person

Coffee Shop

Exhibition Space

Plans

m2

78.56

433.59 162.57 139.55

1.0 0.3 6.0 n/a

6.0 6.0

74

557 13 27 23

34.

fire strategy]

PLANNING STRATEGY

[3.3

1 2 3 l0 l1

5 4 l2

35.

36

4.3 _ material finishes

38

4.2 _ loose fititngs

37

THE ENGINE SHED

[4 _ detailed fit-out]

4.1 _ bespoke joinery

Project: Client: Site: Location:

The Engine Shed The Robert Stephenson Trust Stephenson Works 20 South Street Newcastle

Title: Drawing # Scale:

upon

Tyne

Reception Desk 4.1.1 Not To Scale

l0

1500 600 1100

N

750

36.

iPad Interactive

Screen

Steel Holding Tray With Black Rubber Lining [Dalsouple DalUni] Tonk Strips Balancing Laminate 25mm Plywood

bespoke joinery]

DETAILED FIT-OUT

[4.1 Shadow Gap 100x60mm Hollow Steel Section

Furniture

Lighting

The

The Kreon Aplis 40 kr967732 is an LED recessed spotlight

aesthetic of the loose furniture perfectly ties in with

that of the overall scheme, while still remaining fairly

with a black mount surround which can be rotated

30o,

understated and non-aggressive due to the thin and simple

allowing adaptation of the environment by user choice.

This

style of the hollow steel tubing.

is particularly effective in the consultation rooms, where

The

coffee shop chairs,

tables, stool and bar tables are all of the same

Montmarte

private discussions are taking place.

The

spotlights are

range, as they fit perfectly together and, as such, do not

used throughout the scheme where the secondary structure

detract from the rest of the space.

incorporates a ceiling panel, as this makes the useable height too low to accommodate hanging light pendants.

Additionally,

the same chairs are also suitable for use in

the consultation rooms and event space when a meeting or

The Tom Dixon Beat

discussion is being held.

as the brass materiality compliments the concept of the

They

transport when not in use.

are stackable and light to

range lights are primarily for show,

scheme and can be used to accent areas.

l0

l1

l2

N

Plans

not to scale

37.

500

400

DETAILED FIT-OUT

1100

810

loose fittings]

430

[4.2 720 740

900 580

1. Righton UK Polished Brass Sheet

5. Benjamin Moore Regal Classic Interior Paint

CW508L / CZ108 HH - 1m x 2m [thickness 1.2mm]

Englewood Cliffs 1607 Flat Finish

Purely

Paint

aesthetic choice as a nod to the

for ballustrading across exposed

Golden Ford. Used

Level 1

balcony and event

lacquer finish for external panels of secondary

structure walling, giving a juxtaposing effect to the shiny

space.

interior.

www.righton.co.uk

www.benjaminmoore.com

2. AltroFlow EP

6. Kvadrat Upholstery

Fire Safety Yellow 3mm

Divina MD 343

Epoxy

The

resin chosen for flooring throughout due to its easy

Simple

and classic aesthetic.

interior ceilings of the enclosed structural elements

maintainability in public spaces and smooth shiny finish

have been designed to contrast with the hard, shiny floor

which is inkeeping with the theme of the design.

and walls in order to bring grounding and expose the low

Poured

on site after frame primary and secondary structures are

ceiling heights.

in place.

absorber as well as keeping some warmth within the spaces.

www.altro.co.uk/resin-flooring

www.kvadrat.dk

3. Benjamin Moore Regal Classic Interior Paint

7. Pilkington Glass

Viking Yellow 321 Pearl Finish

Optiphon [Acoustic Laminated Glass]

Paint

lacquer finish for bespoke joinery elements

exhibition stands and reception desk].

A

[eg.

less expensive but

Panelled

The

at lengths of

2300mm-4200mm]

1200mm [heights

13.1mm

ranging from

and acting as a transparent sound

buffer between the public and the intense workshop.

use which could become abused.

makes the

www.benjaminmoore.com

desired use.

4. Arpa Industriale Laminate

www.pilkington.com

Erre Finish Yellow 0647 Thin

8. Astroflame Intumescent Paint

More

Eggshell [Matte] RAL9005

satin finish to contrast slightly with the shine of

Noise Control

This

glass perfectly suited to its

the floor so that the two are distinguishable despite being

Spray

the same colour.

constructed in order to ensure compliance with fire safety

Easy

to apply on site and lightweight for

applied to the steelwork after primary structure is

extensive use throughout the scheme on all internal walls.

regulations.

The

www.arpaindustriale.com

affect the design or sizes of the steelwork but will expand

spray can be applied thin enough not to

50x its size with an insulating char, triggered by heat

in the event of fire.

www.astroflame.com diagram not to scale

thickness

hardwearing solution for objects incurring everyday public

upto

Level 0 Axonometric

fabric will perform as an acoustic

38.

material finishes]

DETAILED FIT-OUT

[4.3 _

39.

THE ENGINE SHED

[5 _

bibliography

40

5.2 _

technical appendix

41

appendix]

5.1 _

Architonic. The Independent Source for

March 2015).

Staib, G., Balkow, D.

Architecture and Design. (no date). Architonic.

Limited, J., House, S. G., Park, B. B., Coventry

[distributor].

(Accessed: 8 March 2015).

http :// www . jewson . co . uk / building - materials /

Tichelmann, K. and Hausladen, G. (2010) Interiors

plasterboard/

Finishings

Products, Materials and Concepts in

Available at: http://www.architonic.com/

Arpa for Americas (no date). Available at: http:// www.arpaindustriale.com/americas

February 2015).

(Accessed: 22

Baden-Powell, C., Hetreed, J. and Ross, A. (2008) Architect’s Pocket Book. United Kingdom: Architectural Press.

Ching, F. D. K. and Adams, C. (2000) Building construction illustrated.

Wiley & Sons Inc.

United States: John

Designer Lighting by Tom Dixon (no date).

Available at: http://www.tomdixon.net/uk/lighting. html

(Accessed: 9 March 2015).

‘Designmöbler för offentlig inredning’ (no date).

Mitab. Available at: http://mitab.se/en/ (Accessed: 8 March 2015).

Emmitt, S. and Gorse, C. (2010) Barry’s advanced construction of buildings.

2nd edn.

United Kingdom: Wiley-Blackwell (an imprint of John Wiley & Sons Ltd). lights

| Kreon — purity in light (no date).

and

2TT, C. (no

date)

Home. Available

at:

plastering-plasterboard/plasterboard/acoustic-

(Accessed: 4 March 2015).

Pilkington OptiphonTM (no

date).

Available

at:

http :// www . pilkington . com / en - gb / uk / products / product - categories / noise - control / pilkington optiphon

(Accessed: 1 March 2015).

Plunkett, D. (2010) Construction for

and

Detailing

Interior Design. United Kingdom: Laurence

King Publishing.

Plywood (no

date).

Available

at:

http://www.

travisperkins . co . uk / c / timber - sheet - materials / plywood/893617

Portal, P.

and

documents. for

(Accessed: 3 March 2015).

Government), L. (no

Planning

Communities

Available

at:

and

Portal Local

date)

Approved

(Department

Government).

http://www.planningportal.gov.

u k / b u i l d i n g r e g u l at i o n s / a p p r ov e d d o c u m e n t s /

(Accessed: 7 March 2015).

Silver, P. to

and

McLean, W. (2008) Introduction

Architectural Technology. United Kingdom:

Laurence King Publishing.

Schittich, C. (2007)

and

Glass construction manual. Switzerland: Springer

Construction

and

Manual:

Integrated

Planning,

Fitting-Out, Technical Services.

Switzerland: Birkhauser Verlag AG. (no

date

a).

Available

at:

(Accessed: 22 February 2015). (no

date

b).

Available

http://kvadrat.dk/

at:

http://www.

at:

https://elp.

robertstephensontrust . com /20 ststrestoration . pdf

(no

(Accessed: 8 March 2015). date

c).

Available

northumbria . ac . uk / bbcswebdav / pid -3679007- dt -

content - rid -3706004_2/ courses /2014YL_

BE1129BNN01/Robert Stephensons Workshop _ Outline Conservation Plan _ Aug 2000.pdf (Accessed: 8 March 2015). (no

date

d).

Available

at:

http://www.

theheritagedirectory.co.uk/uploads/articles/Brick

Bonds v2.pdf (Accessed: 11 March 2015).

40.

APPENDIX

[5.1 bibliography]

Righton UK

Arpa Indutriale

Sheet Brass

Laminate Finish

Pilkington Glass

AstroFlame

Optiphon Noise Insulator

Intumescent Paint

41.

[5.3 _ APPENDIX

technical appendix]

Protection Agency’s “List of Undesirable Substances”

Kvadrat Fabric Covering

Reduced Emissions Indoor air quality certified under the Greenguard for Children & Schools Program, complies with CA Section 01350 requirements for schools and accepted for CHPS Low-Emitting Materials credits. www.greenguard.org

For further information www.kvadrat.dk

Altro Epoxy Resin Screed

˚ Abrasion Approximately 45.000 Martindale rubs, EN ISO 12947

AltroFlowTM EP AltroFlow 1000 & AltroFlow 2/3000 1- 3 mm self-smoothing epoxy flooring Technical and Installation Guide

Pilling Note 3, EN ISO 12945 Lightfastness Note 5-7, ISO 105-B02 Flame resistance EN 1021-1/2 BS 5852, ignition source 2-5 DIN 4102 B2 Önorm B1/Q1 UNI 9175/UNI 9176, 1IM US Cal. Tech. Bull. 117 IMO A.652(16) Divina Melange 2 Design: Finn Sködt Type: Upholstery Composition: 100% new wool Yarn type: Stapel Binding: 4-end broken twill Width: 150 cm Weight: Approximately 820 g/lin.m Repeat: None Cleaning: Dry clean or clean with foam detergents Stain removal: See special guide

M2 when flame protected No use of brominated flame retardants Benefits of wool Wool is a renewable resource Wool is very comfortable because of its ability to absorb / give off humidity Wool is flame retardant Wool is biodegradable Wool is naturally soil resistant Wool ages with grace Quality benefits Very good abrasion Good lightfastness Flame retardant Environmental benefits Long life span No use of AZO dyes, which may split off carcinogenic acrylamines No use of dyes containing heavy metals No content of formaldehyde No use of brominated flame retardants Biodegradable spinning oil We adhere to the limits set by the Danish Environmental Protection Agency’s “List of Undesirable Substances” Reduced Emissions Indoor air quality certified under the Greenguard for Children & Schools Program, complies with CA Section 01350 requirements for schools and accepted for CHPS Low-Emitting Materials credits. www.greenguard.org

For further information www.kvadrat.dk

Product Description FeRFA Type 4/5 AltroFlow EP is a three-part solvent-free epoxy resin based self-smoothing floor topping, which produces a smooth, attractive and easily cleaned seamless floor.

AltroFlow EP has a high gloss finish but can be sealed with UVR WB for an aesthetically pleasing matt finish.

AltroFlow EP 1000 – 1mm AltroFlow EP 2000 – 2mm AltroFlow EP 3000 – 3mm

Standard Colours AltroFlow EP is available in a range of 26 standard colours.

Bespoke colours are available within constraints.

In common with other epoxy products lighter colours will be prone to cosmetic yellowing on exposure to UV light.

Please speak to Altro Technical Services before planning an installation in any of the safety colours or white.

Typical Areas of Use ● ● ● ● ● ● ●

Production halls (dry operations) Clean rooms Commercial corridors and offices Plant rooms Laboratories Dry storage areas Packing areas

Advantages ● ● ● ● ● ●

Ease of Installation Ease of cleaning Good chemical and stain resistance Fully bonded to the substrate Excellent decontamination (certified) Provides a seamless floor finish (substrate joints must be cut through)

Sustainability AltroFlow EP contains up to 25 % post-consumer recyclate.

Altro 6 Steps to Sustainability program seeks to optimise our performance with respect to the planet’s resources.

Please refer to www.altro.com for further information.

Chemical Resistance AltroFlow EP affords resistance to a range of commonly used chemicals. However, premature contact with chemicals (including water) during the curing process may give rise to discolouration, staining and variation in gloss.

In all cases of chemical spillage, it is essential that the spillage be immediately removed and the surface washed down with clean water, removing water by wet vacuum after operation. Although some chemicals may cause discolouration, this may not affect the durability and integrity of the resin screed. Please refer to Altro and FeRFA Guidance Note No.3 for further information.

NOVEMBER 2013

Divina Melange 2

Tom Dixon

Kreon

Beat Lighting

Aplis 40 Spotlight

42.

Technical Specification Sheet

BLA01

33W (max) G9 Halogen

A series of pendant lights in four distinctive shapes: Stout, Wide, Fat and Tall.

Cable length

250 cm / 98 in

Inspired by traditional Indian water vessels.

Cable colour

Black fabric cable

Ceiling Rose Process

Material Product Code

Diameter

an intensive technique of spinning and metal beating.

BLA01EU / UL

12.5cm /4.9in

Theses shades are then spray finished and

BLA02EU / UL

12.5 / 4.9, tensil wire

lacquered to maintain their beauty. Brushed Brass

Colour

Brass

beats are brushed and then lacquered.

Material

Brass

2013

Packaging (m)

H

W

D

BLS01B-PEUM

0.23

0.40

0.40

BLS02B-PEUM

0.34

0.30

0.30

BLS03B-PEUM

0.23

0.23

0.46

Brass Beat Wide Brushed Brass

BLS01B-PEUM

BLS04B-PEUM

0.60

0.66

0.66

Beat Fat Brushed Brass

BLS02B-PEUM

BLA01EU / UL

0.15

0.15

0.21

Beat Tall Brushed Brass

BLS03B-PEUM

BLA02EU / UL

0.15

0.15

0.21

Beat Stout Brushed Brass

BLS04B-PEUM Weight (kg)

Type

Colour Cleaning Instructions

BLS01B-PEUM

2.43

BLS02B-PEUM

2.68

Pendant Fitting

BLA01EU / BLA01UL

BLS03B-PEUM

1.80

Pendant Fitting (BLS04)

BLA02EU / BLA02UL

BLS04B-PEUM

7.50

Pendant Fitting

BLA02

BLA01EU

0.43

BLA01UL

0.43

BLA02EU

0.80

BLA02UL

0.80

Brushed Brass Clean with a soft dry cloth only. Do not use polishing agents, water or abrasive materials when cleaning.

Dimensions (cm / in)

Always switch off the electricity supply before

Stout

Fat

cleaning.

Ø 52cm / 20.5in

Ø 24 cm / 9.5 in

H 50cm /19.7 in

H 30 cm / 11.8 in

Wide

Tall

Ø36cm / 14.2 in

Ø 19 cm / 7.5 in

H 16cm / 6.3 in

H 36 cm / 14.2 in

visit www.tomdixon.net for more information

APPENDIX

Fitting

Pendant light

technical appendix]

Year of Design

Beat shades are uniquely formed by hand through

[5.3 _

Bulb spec

Beat Light Brushed Brass

Mitab Montmarte Furniture

Corus Studio Guide

Benjamin Moore Regal Classic

Steel Section Measurements

Flat Finish Paint

43.

[5.3 _ APPENDIX

technical appendix]

detail, material

+

assembly be1146

lauren teague

10017247