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