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Transcript of Intergrated Design Technology
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Sarah Kiew Mather
BUIL 1074
Intergrated Design Technology
Unit 4
University of Greenwich
April 2016
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Contents
1. Introduction
1.1 Unit Brief
1.2 Project Brief
1.3 Design Concept
2. The Existing Site
2.1 The Existing Site
2.2 Site Location
2.3 Site Elevation
2.4 Site Elevation Collage
2.5 East Facing Site Section
2.6 Photographs of Site
3. Site Analysis
3.1 Residential/Retail/Religious and Education Buildings Near Site
3.2 Transport and Public Access to Site
3.3 Stereographic Sun Path
3.4 Annual Sunlight and Shadowing on Site
3.5 A daily investigation into shadow and sunlight on site.
3.6 Photographs of the Jetty Pier
3.7 The Jetty Pier
3.8 Materiality of the Deptford Creek Pier Jetty
3.9 Planning Restriction
3.10 Tide Times
3.11 Hydro graphic Map
3.12 Hydro graphic Map of Deptford Creek
3.13 Historic Maps of Site
3.14 Timeline of Site
3.15 Early History of Deptford and Deptford Creek.
4. Design Development
4.1 Maps of Millinery Studios and Markets in Green-wich
4.2 Photographs taken of Avas Millinery Stall at Greenwich Market
4.3 London Fashion Week
4.4 Prestegious Wedding Venues in London
4.5 Concept Sketches
4.6 Design Precedents; Ships and Piers etcc
4.7 Design Precendents; Steam Punk
4.8 Schedule of Accomodation
4.9 Details of Schedule of Accomodation
4.10 General Arrangement Diagram
4.11 Model of diagramatic schedule of accomo-dation
4.12 Photographs of physical diagrammatic model
4.13 Diagrammatic Laser Cut Model with Highlight-ed Floating Volumes of Space
4.14 Schedule of Accomodation Physical Model
4.15 Model representing how the new pier will sit on top of the existing pier
5. Design Proposal
5.1 Ground Floor Plan of the Millinery Emporium
5.2 First Floor Plan of the Millinery Emporium 5.3 Second Floor Plan of the Millinery Emporium
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5.4 North Facing Longitudinal Elevation of the Milli-nery Emporium
5.5 North Facing Longitudinal Section of the Milli-nery Emporium. Emwporium Space with Catwalk Interior
5.6 North Facing Longitudinal Section of the Milli-nery Emporium. Emporium Space as a Wedding Reception
5.7 North Facing Longitudinal Section of the Millinery Emporium. Emporium Space as a Market Space
5.8 East Facing Short Sections through the Millinery Emporium
6. Structural Development
6.1 Existing Pier
6.2 New Pier
7. The Structural Development of Proposal
7.1 Focal Isometric
7.2 Focal Short Section
7.3 Materials Used in Design
7.4 Structural Frame
7.5 Floor
7.6 Glass Roof
7.7 Walls
7.8 Curtain Walls
7.9 Expanding Seating
7.10 Windows
7.11 Exterior Promenading Decking
7.12 Exploded Axonometric
7.13 Final Technical Sections
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8. Environmental Engineering of Design
8.1 Cooling within the Emporium Space
8.2 Heating within the Emporium Space
8.3 Electricity/Water within the Emporium Space
8.4 Sound Systems and Acousitcs within the Empo-rium
8.5 Light within the Emporium Space
8.6 Sustainability
9. Building Regulations
9.1 Building Control Approval
9.2 Part B: Fire Regulations
9.3 Part M: Access to and Use of the Emporium
10. Delievering the Building
10.1 The Client, the Architects Office and Design Team
10.2 Contractural Relationships
10.3 The Planning Framework
10.4 Timeline of Building Process, Outline Programme
10.5 Preliminary Project Costing Analysis
Bibliography
List of Figures
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1.1 Introduction
Unit Brief: The Craft Revolution and the Marketplace
The Unit 4 has focussed on craft making and the market place concentrating on Greenwich/Deptford Area of South London. The first project October 2015- January 2016 consisted of designing a temporary market space and workshop on a pier jetty on the River Thames bordering Deptford and Greenwich respectively. Research for this project consisted of visiting the Cockpit Art Studios in Deptford, as well as a unit trip to Lisbon, Portugal. For the first project leading on to the final project students were asked to choose a maker, the chosen maker for this final project is a milliner. Choosing a maker was to enable us to champion a current local maker, to study and learn from their workspaces and how they create.
After choosing to study a milliner as a maker, research began in finding a local maker, the maker chosen was Avas Millinery based in Greenwich, London.
Well meander around Deptford and explore the effects of trade and migration on the infrastructure of this area over different periods. Through Deptford links with exotic people and materials became well established. At Convoys Wharf on the waterfront, The East India Company operated for most of the 17th century trading in basic commodities including cotton, silk, indigo dye, salt, saltpetre, tea and opium from India. At the entrance to Deptford Creek the General Steam Navigation Company ran passenger services to Lisbon and Gibraltar, and even to Africa and the Americas. (Bevan and Goode, 2015)
Fig. 1 Photograph of Dalston Yard Dinerama Model Market, 2015
Fig. 2 Photograph of Greenwich Market4
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1.2 Introduction
Project Brief
The brief is to expand on the previous first term project of creating a Market Space with Personal Workshop for the chosen maker, on a jetty pier based on the River Thames. The chosen maker is a Milliner (Hat Maker).
Wearing hats transforms people into feeling and becoming different people, feeling better and creating a new you. Wearing hats is all about appearance and constructing and distorting perception.
The Millinery Emporium is situated on the same jetty pier West of Greenwich/Deptford on the River Thames. The Emporium has been designed to transform throughout the year, the design will be used as a Catwalk space during the Fashion Weeks in London as a venue, in February and September. During the summer months between May and August the space will be transformed into an open market space. Whilst in the times where it is not being used as a fash-ion venue or market, the building will be used as a high end wedding reception venue.
London Fashion Week AW16 19th - 23rd February 2016
London Fashion Week SS17 16th - 20th September 2016
London Fashion Week AW17 17th - 21st February 2017
London Fashion Week SS18 15th - 19th September 2017
The main venues for Fashion Week are held in the West London area, as Lon-don is such a large city, I strongly believe that the entire city should celebrate fashion during the London Fashion Weeks. The idea behind the fashion venue being placed in Deptford/West Greenwich is to bring fashion and millinery to Greenwich, to revitalise the fashion market in South East London.
Accommodation Schedule
There are three buildings that contribute towards the Emporium, these being the Arrivals and Departures Building, the main Emporium Building and then the Workshop/Market Build-ing. This schedule may change as the design and research process continues.
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Workshop/Market Building
Ground
- Delievery Area
- Storage
- Shoe Maker Workshop
- Client Room
- Shop Floor
First
- Tailor Workshop
- Storage Space
- Dye Room
- Shop Floor
- Client Room
Second
- Millinery Workshop
- Storage Space
- Dye Room
- Client Room
- Shop Floor
Arrivals and Departures Building
Ground
- Office Space
- Storage
Emporium Building
Ground
- Grand Entrance/Reception/Social Area
- Grand Emporium Space
- Public WCs
- Changing Suites
- Storage
First
- Changing Suites
- Champagne Bar
- Mezzanine Walkways
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1.3 Introduction
Design Concept
The exterior design of the building is loosely based on the concept of steam punk. Steam-punk is a sub-genre of science fiction and sometimes fantasy that incorporates technology and aesthetic designs inspired by 19th-century industrial steam-powered machinery. This is to give a modern Victorian feel to the design, because during the Victorian period in Britain it was highly uncommon to not wear a hat. This idea has grown from the mechanical hands of the first term project.
The idea of the Emporium space within the Millinery Emporium is that the space changes throughout the year. This is in reference to how much a hat can change how you feel.
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Fig. 3 Initial Concept Sketch
Fig. 4 Inital Concept Sketch
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2.1 The Existing Site
Smaller map not to scale showing where site is in relation to Green-wich town centre, with the larger map Scale 1:1250 of the pier on the River Thames near Deptford Creek.
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2.2 The Existing Site
Site Location
Map Scale: 1:5000
Site: The River Thames, Glaisher Street, Greenwich, South East London, SE8
The site is located in West Greenwich/Deptford, London, England. More specifically it is located on a pontoon barge in the River Thames, nearby a largely residential area. With visible including landmarks surrounding the site being Canary Wharf, the O2 Arena, the London Eye and the Shard.
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Pontoon Jetty+ 12.75m
Stretton Mansions+ 52.5 m
Greenfell Mansions+ 33m Ahoy Centre
+ 26.5m
Adagio Point+51.2m
2.3 The Existing Site
Site Elevation
Smaller Elevation Scale: 1:1000
Larger Elevation Scale: 1:500
South facing Elevation of Pontoon in the River Thames by Glaisher Street, near the Millennium Quay development. A moments walk from Greenwich town centre. Within close proximity to the main-line rail Greenwich Station and Cutty Sark/Greenwich DLR is short walk away.
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2.4 The Existing Site
Site Elevation Collage
Collage depicting the East of Site, Deptford, from the North side of the River Thames.
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Stretton Mansions Pontoon Jetty The Ahoy Centre Electricity Sub Station Knights Tower
Fig 5. Collage photographs of Site11
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2.5 The Existing Site
East Facing Section of Site
Scale: 1:750
Section of site showing the Cutty Sark Ship, Greenwich Power Station and the Royal Naval Collage in the background. Site is highlighted
Heights are calculated from the sea bed.
The Charter House+ 21.05m
Henry Hudson Apartments+ 38.6m
Greenwich Power Station+55.5m
Greenwich Royal Naval Collage+ 35.2
Greenwich Foot Tunnel Hut+22.m
Cutty Sark Ship+32.7m
Stretton Mansions+ 52.5m
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2.6 The Existing Site
Photographs of Site
River Thames Deptford Pontoon SE8, South East London.
Map Scale: 1: 1250
Numbers indicate where photographs were taken.
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2
3
4
5
6
7
8
9
10
1
23
4 56
79
810
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Fig 6. Photographs taken of site13
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Photographs of Site with a Site Collage facing North.
Fig 7. Photographs taken of site14
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Site Analysis
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2.8 Existing Site
Map Scale 1:1000
Depicting the residential buildings, sales/re-tail shops/ religious buildings and other. Other buildings include training centresvvv With site highlighted.
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3.1 Site Analysis
Map Scale 1:1000
Depicting the residential buildings, sales/retail shops/ religious and educational buildings as well as other. Other buildings include training centres With site highlighted.
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Retail
Other
Education
Religious Space
Residential
Key:
1. View from Glaisher Street of Basevi Way 2. View of Greenfell Mansions
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2
3. View of Natasha Walker Hairdressers 4. View Cutty Sark Nail Salon
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5. View of Munures Cafe
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6. View of the Well-being Apothecary
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Fig. 8. Photographs taken of buildings of note near site
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N3.2 Site Analysis
Transport and Access to Site Diagram
Scale: 1:5000
Railway & DLR stations distance from site:
- Deptford Bridge DLR: 1.07 km
- Deptford Railway Station: 0.675 km
-Greenwich Cutty Sark: 0.695 km
-Greenwich Railway Station: 0.801 km
-Greenwich DLR: 0.801 km
Deptford Railway Station Deptford Bridge DLR Greenwich Cutty Sark DLR
Greenwich Railway Station
Greenwich DLR
Key:Vehicle and Pedestrian Route
Jubilee Greeway Footpath
Fig. 9. Photographs Taken of Access to Site
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3.3 Site Analysis
Stereographic Sun Path Diagram on Site
Hour lines are shown in solar time.
Scale: 1:1500
The site plan is underneath the annual sun path.
The sun is incredibly important to the building design, as it will be highly useful to the makers in their workshops. Natural light (and electronic light) with a big focus on natural sun light will be used greatly within that aspect of the design. The cat-walk space has a glass roof which will also benefit from the sun.
The South West and the South East will see the most sun throughout the year.
NSouth West South East
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3.4 Site Analysis
Annual Investigation into shadow and sunlight on site.
During the winter there is a lot less sunlight during the day than in summer.
January - 14:00 GMT May - 14:00 GMT
August - 14:00 GMT November - 14:00 GMT
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3.5 Site Analysis
A daily investigation into shadow and sunlight on site.
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17th February - 04:00 GMT 17th February - 06:00 GMT 17th February - 08:00 GMT 17th February - 10:00 GMT
17th February - 12:00 GMT 17th February - 14:00 GMT 17th February - 16:00 GMT 17th February - 18:00 GMT
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3.6 Site Analysis
Photographs of the jetty pier on site by the entrance of Deptford Creek
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Fig. 10. Photographs taken of the Pier
Fig. 11 Birdseye view photograph taken of Pier
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3.6 Site Analysis
Photographs of the jetty pier on site by the entrance of Deptford Creek
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Fig. 10. Photographs taken of the Pier
Fig. 11 Birdseye view photograph taken of Pier
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N3.7 Site Analysis
Elevation and elevation of the jetty at the opening of Deptford Creek with zoomed details.
Scale: 1:200
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3.8 Site Analysis
Materiality of the Deptford Creek Pier Jetty
Photograph of the Jetty from Birds Eye View facing South East with photographs of the jetty with a focus of the materials
Iron, used through-out the structure as vertical beams
Steel, used through-out the structure as vertical and hori-zontal beams. As well as decoratively as a fence across the structure and walkway
Concrete, used in the structure as vertical beams above and under the sea bed
Timber, used throughout the pier in decking and as a vertical structure
The four main materials used in the pier:
Fig. 12.. Photographs taken of detals of the Pier23
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3.9 Site Analysis
Planning Restriction
Under Section 5 of the Port of London Act 1968 it is the duty of the Port Authority to take such action as they consider necessary or desirable for or incidental to the improvement and conservancy of the Thames. As such, the Port London Authority (PLA) believes that works which are proposed on, under or over the Thames should have a river related use and that the River should not be regarded or used as an extension of developable land.
Site is on the River Thames between Limehouse Reach and Greenwich Reach. There are several procedures required before development on site begins.
A number of these procedures include there being a;
- Navigational Risk Assessment. A detailed study to identify any additional risks to navigation that the proposed works may create and identify mitiga-tion measures that may be required.
- Hydrodynamic Modelling Study. A 2D hydrodynamic model will be suffi-cient for the majority of works, In certain circumstances, if it is important to accurately predict local changes.
- Ecological Assessment. A detailed study of the physical, chemical and bi-ological characteristics of the riverbed at the site, the potential effects of the works, and a summary of mitigation measures and monitoring requirements. The assessment should take account of seasonal changes in sensitivity. The assessment may be a desk study but additional site-specific sampling may be required if insufficient data exists.
- Ornithological Assessment. A detailed study to determine the importance of the site for birds, the potential effects of the works on birds (including feed-ing, roosting and breeding behaviours), a summary of mitigation measures, and monitoring requirements.
- Cultural Heritage Desk Study A detailed study of the heritage potential of the site, the potential effects of the works, a summary of mitigation measures, and monitoring requirements.
-Operational Review. A detailed report of the use of the works and an assess-ment of how the use will affect the river or estuarine environment, including users and uses of the river.
-Operational Environmental Management Plan. A detailed report of the vessels that will use the works, the intended maintenance regime for vessels moored at the works, and how waste at the works (including sewage) will be managed.
Under Section 66 of the Port of London Act, a River Works Licence is required for any works in the River Thames, riverward of the mean high water mark and regardless of ownership of the river bed, including any works under the river or overhanging the river. This process ensures that all developments in the river are assessed for their potential effect on safety of navigation and the environment.
Surveying, Sampling and Dredging
Consent is required to undertake surveying and sampling details should be provided at least 4 weeks in advance of the intended surveying/sam-pling date. The PLA will not accept applications for surveying and sampling on the day that it is due to be undertakenDredging includes any operation to cleanse, scour, cut, deepen, widen, dredge or take up or remove material from the bed and banks of the River Thames.
Wash
Any infrastructure built on or by the River must be constructed to withstand wash
The PLA is committed to promoting both freight and passenger transport on the river; consent will only be given to those works that can show that they are appropriate to the prevailing conditions and sufficiently robust to withstand significant wash
Fig. 13. Photograph taken of Port Authority Boat on the River Thames24
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3.10 Site Analysis
Tide times of Silver Town Woolwich throughout the year.
All tidal and astronomical data are in Greenwich Mean Time (GMT) - one hour must be added at all times during British Summer Time (BST). The times and heights presented in the tide tables are predictions only. These may be influenced by variations in fluvial flows and meteorological events. (PLA, 2016)
Fig. 14. Tide Times Taken from PLA.25
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N3.11 Site Analysis
Hydro graphic Map
The map shows the depths of the river at its highest tide and lowest tide. The map is of the River Thames, between
Limehouse Reach and Greenwich Reach.
Depths are in metres
Site is highlighted
Scale 1:5000Fig. 15. Map Showing the Hydrographs of the River Thames 26
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3.12 Site Analysis
Map of Deptford Creek with Site as seen at the top of the creek opening onto the River Thames
Scale: 1:1250
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Fig. 16. Map showing the Hydroponics of Deptford Creek27
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N3.13 Site Analysis
Historic Maps
Scale: 1:10000
The maps show the River Thames by Deptford and Deptford Creek. Showing the evolution of the Docklands and the Jetty itself starting to appear in 1910, by 1950 it is fully evolved as a working landing jetty.
There are slight changes seen in the maps, throughout the years there are more dockyards added to the site around Deptford Creek, with a grand power station developed in the early 20th Century. Currently (2016) this site is residential with few shops and no docklands.
c.1860
c. 1870
c.1890
c. 1910
c. 1950
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3.14 Site Analysis
Timeline of the Greenwich
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Early AD Greenwich
Began as a Saxon village, and was primarily a fishing village.
11th Century
St Alfege Church built, where Alfege the Arch Bishop of Canterbury was killed.
16th Century
Henry VIII born at Green-wich Palace, along with-his daughters, Queen Elizabeth and Queen Mary
Fig. 17. A drawing of Greenwich Palace in England, 1840.
17th Century
The Queens House was built, along with the founding of Trinity Hospital
Late 17th Century
The National Obser-vatory was built, 1671 by Charles II, Wren de-signed the Greenwich Hospital 1694 and the Painted Hall was painted between 1675-1734.
18th Century
A statue of George II dressed as a Roman em-peror was sculpted by John Rysback, 1735
Fig. 18. A photograph of George II dressed as a Roman Emporer erected on what is now Old Royal Naval College
19th Century
Greenwich became connected to London by railway, the meridi-an line through Green-wich Observatory be-came the international meridian, as well as Greenwich Polytehcnic being founded.
20th Century
The ship the Cutty Sark which is situated in the heart of Greenwich Cen-tre. in 1990 Greenwich Polytechnic became the University of Greenwich
Fig. 19. A photograph of the Cutty Sark
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Fig. 20 Map of Deptford c. 1620. The map is depicted with annotations by John Evelyn showing Sayes Court in the bottom left corner and Deptford Green as The Common Green Highlighted area is site.
3.15 Site Analysis
Early History of Deptford and Deptford Creek.
Deptford, South-East London, England, situated in the London Borough of Lewish-am and partly within the Royal Borough of Greenwich.
From the mid-16th to the late 19th century, Deptford was home to Deptford Dock-yard, the first Royal Navy Dockyard. The area declined as the Royal Navy moved out and commercial docks shut; the last dock, Convoys Wharf, closed in 2000. (London Footprints, 2008)
Fig.21 Peter the Greats House, situated in Deptford, c. 1850. Peter the Great stayed here whilst completing his knowledge on the docklands and naval architecture.
Fig. 22 Drawing of Greenwich and Deptford c. 1815. Showing the River Thames and the two towns of Green-wich and Deptford from a hill
Fig. 23 Drawing depicting The Royal Dockyards situated in Deptford, late 1600s.
Fig. 24 Drawing depicting The Royal Dockyards situated in Deptford, early 1800s.
Fig. 25 Drawing showing the opening of Deptford Creek into the River Thames c. 1800s. 30
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Design Development
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Avas Millinery at Greenwich Market
4.1 Design Development
Diagramatic map showing where the main Milliners studios and Markets are in the Greenwich/Deptford area.
Scale: 1:4500
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Map with Markets Highlighted Map with Millinery Studios Highlighted
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4.2 Design Development
As apart of initial research into millinery I discovered a Milliner at Greenwich Market called Ava. I studied the space and equipment that she needed to make her hats and her mar-ket stall.
Fig. 26. Photographs taken of Avas Millinery Stall at Greenwich Market
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4.3 Design Development
Map and Photographs of the AW 2016 London Fashion Week Ven-ues and Millinery Hats presented at the shows.
Fig. 27.
Map Scale: 1:1250
1
2
3
4
1a. Lexington Street: Lights of Soho, registration for the designer showrooms. 1b. Brewer Street Car Park, the designer showrooms
2. Regents Street/The Mall: The insitute of contemporary arts, BFC presentation space
3. Golden Square: London fashion week at Golden Sqaure
4. Greek Street: Conde Nast College of Fashion and Design, Amex Talks
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4.4 Design Development
Prestegious Wedding Venues in London
There are many high class wedding venues situated in London. An aim of the design is for the catwalk space that is in use during the two London Fashion weeks of the year to become a distinguished wedding venue in the off season.
Fig. 28. Photographs taken of High Class Wedding Venues in London
The Roof Gardens. The world famous event destina-tion Roof Gardens, located 100 feet above Kensing-ton High St
In the heart of Mayfair, with one of the best wine cellars in London
Silver Sturgeon. A luxury boat that provides the per-fect setting.
Plaisterers Hall is the largest and one of the finest Livery Halls in London
Aqua London. Elegant rooftop decadence and a choice of two sensational restaurants
Victoria and Albert Museum. One of the world's great-est museums and a magnificent Victorian building
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4.5 Design Development
Concept Sketches including three interi-or sketches and an elevation sketch.
Empty interior sketch of the workshop space Interior sketch of the bar area Interior sketch view of the catwalk space through the viewpoint of the sound and lighting room
Concept elevation sketch of design
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4.6 Design Development
Design Precedents; Ships and Piers etc.
Photographs of several precedents used towards the design, including ships, pier and others that the design has drawn influ-ence from.
As the design is set on a jetty pier in the River Thames, the design is based on roughly looking like a ship, the base of the design, with iron and timber being used throughout.
Fig. 29 An Abandoned Ship with beautiful tim-ber and iron
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Fig. 30 Another Abandoned Ship, with an interest-ing hold.
Fig. 31 Photograph of the recently burnt East-bourne Pier
Fig. 32 Photograph of the Great Market Hall, Bu-dapest.
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4.7 Design Development
Design Presedents; Steam Punk
Photographs of several steam punk architectures as prece-dence to influence the design of The Millinery Emporium.
Its a subgenre of science fiction and sometimes fantasy that incorporates technology and aesthetic designs inspired by 19th-century industrial steam-powered machinery
Fig. 33 Abandoned Build-ing, Aurlien Villette
Fig. 34 Market Street power plant, New Orleans, Cody Cobb
Fig. 35 Abandonded Power Station, Ilaria Martello
Fig. 36 Steam Punk Foun-tain, Convention Centre, Niagra Falls, Canada.
Fig. 37 Steampunk in-spired coffee shop in Cape Town, South Africa
Fig. 38 Steam Punk Fac-tory, Noupe
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4.8 Design Development
Schedule of Accomodation
A mind map of the Millinery Emporium Design. Featuring the main spaces with the smaller spac-es including in the main spaces.
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4.9 Design Development
Schedule of Accomodation Details
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Greenwich Millinery Emporium
Reception Space
Cloak Room
Female WC
Male WC
Emporium
Bar Space
Mezzanine
Market Shop
Storage
Delievery
Client Space
Shop Floor
Workshop
Dye Room
Storage
Arrivals and Departures
Storage
220m x 19m = 4332 sqm
9m x 14m = 126 sqm
5m x 8.5m = 42.5 sqm
11m x 3m = 33 sqm
11m x 3m = 33 sqm
120m x 10m = 1200 sqm
18m x 10m = 180 sqm
97m x 10m = 970 sqm
21m x 15m = 315 sqm
10m x 4m = 40 sqm
16m x 3m = 48 sqm
7m x 4.5m = 31.5 sqm
20m x 11m = 220 sqm
11m x 5m = 55 sqm
5m x 3.5m = 17.5 sqm
3m x 3m = 9 sqm
12m x 9m = 108 sqm
3.5m x 2m = 7 sqm
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4.10 Design Development
General Arrangement Diagram
This includes the smaller spaces within the main spaces in the design.
Main Emporium Space
Rece
ptio
n
Stai
rs
Cha
ngin
g Sp
ace
Ground Floor Emporium Space
Storage
Cloakroom Lig
htin
g an
d
Soun
d R
oom
WC
Mezzanine Space
Bar
Cha
ngin
g
WC
First Floor Emporium Space
Del
ieve
ry
Shop Floor
Client Space Workshop
Storage
Client Space
Workshop
Shop Floor
Client Space
Workshop
Shop Floor
Ground Floor Market/Workshop Pod
First Floor Market/Workshop Pod
Second Floor Market/Workshop Pod
Arrivals and Departures
Office Space
Stor
age
Waiting Area
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4.11 Design Development
Model of diagramatic schedule of accodation
Featuring a diagram in plan, axonometric and elevation.
Map of Site with Diagrammatic Design in Plan
Isometric Diagrammatic Drawing of Design
Perspective Elevation Diagram of Design
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4.12 Design Development
Diagrammatic Laser Cut Model of Volumes of Space
Fig. 39. Photograph of Diagrammatic Laser Cut Schedule of Accomodation with Highlighted Boxes
A
B
C
D E
F
Emporium Space
Arrivals and Departures Space
Market Place
Changing Area
Bar Space
Workshop Space
A
B
C
D
E
F
Site
Existing Pier
New Pier
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4.13 Design Development
Diagrammatic Laser Cut Model with Highlighted Floating Volumes of Space
Fig. 40
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Workshop Space
+ 10m
Market Place/Shop Space
+ 4m
Changing/Back Room Space
+7m
Bar Space
+3m
Emporium Space
+ 10m
Arrivals/Departures Space
+ 4m
4.14 Design Development
Laser Cut Physical Model of Volumes of Space Schedule of Accomodation on the New Pier
Fig. 41. The model shows how the volumes of space boxes are seen on the new pier with site context. N45
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4.15 Design Development
Model representing how the new pier will sit on top of the existing pier.
Fig. 42. Laser Cut Physical Model of Existing Pier and New Pier with Site Context
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The Proposal
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5.1 The Proposal
Ground Floor Plan of the Millinery Emporium
1:250
1.
2.
3.
4.
5. 6. 7. 8.
9.
10.
11.
12.13.
1a.
14
Key:
1/1a. Temporary Walkways2. Arrival/Departure Office3. Walkway A4. River Bank5. Waiting Area6. Grand Entrance7. Reception 8. Storage Space9. Walkway to the Catwalk A10. Walkway to the Catwalk B
11. Ladies WC12. Gentlemen WC 13. Entrance to the Catwalk14. Catwalk Space16/16a. Entraces to First Floor Bar17. WC18/18a. Private Changing Suites19. General Changing Space20. Walkway B
21. Bridge to Pier Pod22. Entrance to the Market Space23. Walkway C24. Market Space25. Client Room26. Shoemaker Workshop27. Dye and Varnishing Room28. Storage Space29. Storage Room30. Delievery Space
River Thames
N
49
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16
16a. 17. 18. 18a.
19.
20.
21.22.
23.
24.
25. 26. 27.
28.
29.
30.
River Thames
50
-
1.
2.
3.
4.
5.
6.
7.
8.9.
10.11.
River Thames
11. First Floor Mezzanine Walkway12. Bar Area13. Bar14. Changing Room A15. Changing Room B16. Changing Room Space17. Exterior18/18a. Private Changing Suites19. General Changing Space20. Ground Floor Pier Pod
21. Entrance to First Floor Market Space22. Entrance to the Market Space23. Client Room24. Tailor Workshop25. Dye Room26. Storage Room27. Staircase to Ground and Second Floor28. First Floor Market Space
N
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.11.
River Thames
Key:
1. River Bank/Land2. Ground Floor Pier3. First Floor Reception4. Cloak Room5. Storage Space6. Sound/Lighting Room7. Work Kitchen8. WC9. Storage Space10. Ground Floor Catwalk Space
11. First Floor Mezzanine Walkway12. Bar Area13. Bar14. Changing Room A15. Changing Room B16. Changing Room Space17. First Floor Bridge to Market Space18. Ground Floor Pier Pod19. Entrance to First Floor Market Space20. Ground Floor Market Space
21. Client Room22. Tailor Workshop23. Dye Room24. Storage Room25. Staircase to Ground and Second Floor26. First Floor Market Space
N
5.2 The Proposal
First Floor Plan of the Millinery Emporium
1:250
51
-
12. 13.
14 15.
1617.
18. 19.
20.
21.
22.
23. 24.
26.
28.
12. 13.
14 15.
1617.
18. 19.
20.
21.
22.
23. 24. 25.
26.
27.
28.
River Thames
15.
17.12. 13.
14
16
18.
19.
20.
21. 22. 23.
24.25.
26.
River Thames
52
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Key:
1. River Bank/Land2.Roof of Arrival and Departure Office3. Ground Pier4. Roof 5. Decorative Iron Glass Roof6. Roof where Extra Seating is Stored7. Roof Garden8. Client Room
1.
River Thames
5.3 The Proposal
Second Floor Plan of the Millinery Emporium
1:250
2. 3. 4. 5.
6.
9. First Floor Mezzanine Walkway10. Millinery Workshop11. Market Space12. Ground Floor Market Space13. Dye Room14. Storage Space15. Staircase to First and Ground Floor16. Market Space Pay Point
N
53
-
River Thames
7.
8.
9.
10.
11.12.
13.
14
16
15.
54
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5.4 The Proposal
North Facing Longitudinal Elevation of the Millinery Emporium
With highlighted Main Emporium Space
1:250
55
N
Arrivals and Departure Offices
Tensile struc-ture over the waiting area
Entrance Area to the Emporium Space
Emporium Space
-
56
Bar Space Tensile Struc-ture over the Bridges to the Pier Pod
Workshop and Shop Space
Delievery Lifting Grade
-
5.5 The Proposal
1:250
North Facing Longitudinal Section of the Millinery Emporium
With Emporium Space with Catwalk Interior Highlighted
The emporium space will be used as a catwalk space as a venue for fashion week during the months of February and September
N
River Thames
Arrivals and Depar-ture Office
Tensile Roof Structure over the Exterior Wait-ing Area
Reception Area
Cloak Room
WC
Lighting and Sound Back Room
Catwalk/Reception Space
Mezzanine Walkways
Decorated Glass Iron Roof
Cast Iron Pier
River Thames
Arrivals and Departure Office
Tensile Roof Structure over the Exterior Waiting Area
Reception Area
Cloak Room
WC
Lighting and Sound Back Room
Catwalk/Reception Space
Mezzanine Walkways
Decorated Glass Iron Roof
Cast Iron Pier
57
N
-
Bar
Roof Garden Entrance to the Bar
Upper Changing
Rooms
Lower Changing Rooms
Bridge Between Catwalk Struc-ture and Market Place Structure
Tensile Structure Roof
Bridge between the Main Pier and the Pier Pod
Client Room
Market Shop
Workshop
Storage
Delieveries Lifting Crane
River Thames
Bar
Roof Garden Entrance to the Bar
Upper Changing
Rooms
Lower Changing Rooms
Bridge Between Catwalk Struc-
ture and Market Place Structure
Tensile Structure Roof
Bridge between the Main Pier and the Pier Pod
Client Room
Market Shop
Workshops
Storage
Delieveries Lifting Crane
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5.6 The Proposal
1:250
North Facing Longitudinal Section of the Millinery Emporium
With Emporium Space as a Wedding Reception Highlighted
The emporium will be used as a high end wedding reception building during the late autumn/ winter/ and early spring months of January, March, April and then to October, No-vember and December
River Thames
59
N
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River Thames
60
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5.7 The Proposal
1:250
North Facing Longitudinal Section of the Millinery Emporium
With Emporium Space as a Market Space Highlighted
The emporium space will be used as a summer market place during the months of May, June, July and August, when local craft makers particularly focussing on millinery made items as well as clothing, shoes and jewellery.
River Thames
61
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River Thames
62
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N5.8 The Proposal
East Facing Short Sections through the Millinery Emporium
With Focal Section Highlighted
1:200
A: Width section through the Arrivals and Departure Building
B: Width section through the Reception Area of the Emporium Building
C: Width section through the WCs and Back-room of the Entrance in the Emporium Building
A B C D E F
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D: Width Section through the Catwalk Space in the Emporium Building
E: Width Section through the Bar Space in the Emporium Building
F: Width Section through the Workshop and Shop Building
64
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6.1 Structural Development
Existing Pier
1:250
Timber and Concrete Pier
The pier sits in a foundation of timber sitting in concrete with metal rubars as support in the river bed.
Preservation of the Existing Pier
The existing pier situated on the River Thames constantly wears the effects of the River, sea water. The pier is made of primarily made of Timber, Concrete and Metal. (Coggins, Reynolds, and Suttie, 2007) Timber is an incredibly sustainable material but it does need preserva-tive treatments to protect it. Structures built with timber are vulnerable to decay and need inspections, maintenance and in extreme cas-es replacement. In terms of the existing pier, protection will come in the form of the timber being coated in preservative paint. Other than using the protective paint, the pier will be left to decay in its natural state, no further intervential shall occur.
65
Support Post
Support Beams
Deck Boards
Rim Joist
Intermediate Joists
Deconstructed isometric drawing of decking on the existing pier
Noggin
-
Timber Post
Timber Railing
Alluminium Blaster
Metal Re-
Concrete
Section detail of timber/concrete pier post
Diagramatic exploded axonometric drawing of the timber/concrete pier post
Timber Post
Timberlinx Connector
Metal Rebars
Concrete
66
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6.2 Structural Development
New Pier
Cast Iron, Timber and Concrete Pier.
The foundation of the pier is iron rubars placed in concrete which is fitted into into the sand foundation of the river bed.
The new cast iron pier is 230m long in legnth and 20m wide, with the height being 12m.
The pier will sit over the existing pier with glass cut outs to have a view into the existing pier.
1:250
67
Cast Iron Concrete Foundation
-
68
Hex BoltSection of the Elevation of the New Pier
-
7.1 Structural Development of Design
Focal Isometric
The part of the design that will be focused on is the Empo-rium Space in the Emporium Building. The Emporium Space has been chosen because of it is ever changing, just like the fashion industry, including millinery.
The beginning of the design started around focusing on be-ing a fashion venue that can be used exclusively during the two London Fashion Weeks of the year. The building has cur-rently evolved into a constrantly changing design through-out the year.
With the design being a Fashion Emporium during February and September, then a Market Place during the summer months whilst the rest of the time the building shall be used as a wedding venue.
The focal section has been chosen because of its constant-ly changing design.
69
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Isonometric Drawing of Ground Floor Emporium Space and First Floor Mezzanine Space
70
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71
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7.2 Structural Development of Design
Focal Section - The part of the design that will be focused on is the Emporium Space in the Emporium Building.
East Facing Short Sections 1:100
Workshop/Shop Building
Bar Roof Garden
Mezzanine Area Above the Emporium Space
First Floor Balcony Surrounding the Emporium Space
Emporium Space
Ground Floor Balcony Surrounding the Emporium Space Creat-ing the Decking to the Pier
New Cast Iron Pier
Existing Timber Pier
N
72
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7.3 Structural Development of Design
Materials Used in Design
Timber
It is important to the client that the building is sustainable and environment friendly. The timber frame will be made from recycled timber bought from a South London tim-ber recycling workshop called London Reclaimed in Bermondsy. This helps reduce costs and helps the envi-ronment when using recycled wood rather than cutting new trees to create new timber. These reycled timber beams will be highly used throughout the design.
The timber used in the structure will not need such high level of protection, but the decking will need preserva-tive and fire retardant treatment protection. This can be done through varnishes and lead paint.
The recycled timber comes from old build-ings, bridges or wharfs
It is carefully stripped and put aside
Timber gets sold to sal-vage merchants
The timber is then re milled manually and denailed
The sold on as recycled timber
Fig. 44. Recycled Timber DeckingFig.43 Recycled Timber Beams
Fig. 45 Recycled Timber Cladding Fig.46 Recycled Timber Interior Flooring
Brief Diagram of How Timber is Recycled73
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Iron
The new pier will be made from iron, which will as well as having recycled timber in the design there will also be recycled and then cast.
The recycled iron will come from T&C Metal Recycling Ltd based in East London. The company is an environ-metnally friendly scrap metal disposal, the company believes that recycling scrap metal is vital to the envi-ronment. They recycle through smelting. Because the iron is recycled this means that there is no extra carbon released from the ground.
The iron will need a protection strategy against the salt water in the River Thames and the general weather el-ements that will effect the iron. A strategy to protect the iron is cathodic protection, this is a technique used by making the metal structure acting as an electrical cathode. This method means that it needs constant re-inforcement to give it full protection.
Fig. 47. Ferrous Metal Recyling Fig. 488 Iron Waiting to be Recycled
Fig. 49. Iron being Welded Fig. 50. Scrap Iron
Procurement and Col-lection of Old Iron
Sorting and Segregation
Shearing of Cutting of the Iron
Quality Control, Pack-aging and Storage
Brief Diagram of How Ferrous Scrap Iron is Recycled 74
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Glass
Within the emporium space there are 35 windows on the first floor and a glass roof. All first floor windows are triple glazed for high performance thermal control, this means that the glass is environmentally friendly with low heat loss, insulating the heat inside. The glass used is low emis-sivity glass, with a spacer bar in the inner frame. To avoid thermal bridging the window frame will contrain a warm edge spacer bar.
The glass used in the roof will be double glazed, as it is still environmentally efficient, but because of the scale of the glass it is cheaper to have the glass double glazed.
It must be mentioned that the glass is not cheap and is quite expensive, but through the buildings lifetime it will save money through low energy ratings.
Fig 51. Photograph of Triple Glazed Window
Low Emissivity Glass
Clear Glass
Argon Filled Fill
Warm Edge Spacer Bar
Fig. 52. Photograph of Double Glazed Window
Low Emissivity Glass
Argon Gas Fill
Double Panes
Spacer
Sill
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76
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Structural Development of Design
-
7.4 Structural Development of Design
Structural Frame
Exploded isometric drawing of the timber struc-ture frame that the emporium is made of. The structure is joined together with stub tenon joints, that can be reinforced with anchor bolts when needed.
Emporium Space
Timber Ceiling Joists
Bottom Plate
Timber Top Plate Beam
Timber Cross Bracing
Timber Columns
Ground Floor
First Floor
79
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Diagrammatic isometric detail drawing of each floor timber joists
Double Timber Header
Metal Stud Plate Fixed by Nails
Header Detail
Timber Joist
Plywood Floor
Sole Plate
Timber Joist Header
Double Timber Plate
Timber Stud
Metal Stud Plate Fixed by Nails
Anchor Bolts
Sole Plate
First Floor Detail
Ground Floor Detail
Stub tenon joint
1:500 Structural Elevation of Emporium Space
80
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7.5 Structural Development of Design
Floor
Exploded isometric drawing of the floor structure ground and first floor in the emporium space. The floor structure consists of a basis timber floor joints with insulation and laminated decking. On the ground floor, the laminated decking has 18 trap doors, 9 on each side of the floor. These trap doors hold foldable seating that expands out during fashion week when the emporium space turns into a catwalk arena.
Ground Floor
First Floor
Laminated Mezzanine Decking
Timber Ground Floor Structure
Timber Mezzanine Floor Structure
Laminated Ground Floor Decking
Insulation
Gap where the fold out seats will sit
Insulation
81
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Joist Ceiling
Isometric detail drawing of timber floor structure showing the support-ed by galvanized wire
Laminated Decking
Airspace between floor and insulation
Mineral Fibre Recycled Insulation
Galvanised Wire Mesh Fixed to Form Troughs
Timber Frame
Laminated Decking Mineral Fibre Recycled Insulation
Width showing the joints, insulation, decking and ceiling in section.
82
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7.6 Structural Development of Design
Glass Roof
Exploded isometric drawing of the roof structure frame and glass frame above the first floor em-porium space structure.
The glass is reinforced tempered double glazed glass with cast iron pattern on the top layer. There are 13 pieces of of glass for the100m section of the design with steel framing between and sur-rounding each piece of glass.
Top layer of Iron Cast Glass
Bottom layer of Insulated Glass
Steel Window Frame
First Floor Timber Frame Structure
83
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Birdseye Elevational Plan View 1:250
Steel Roof Beam Steel FramingCast Iron Facade Double Glazed Glass
Second Floor Plan with highlighted glass roof
Reinforced insulated tempered double glazed glass
Assembly Screw
Rubber Draft Seal
Vinyl Glazing Tape
Fastener
Vinyl Thermal BreakCondensation Weep Holes
Width Section of Glass Roof 1:50
84
Cast Iron Facade
-
First floor mezzanine area
First floor promenade
Ground floor promenade
Exploded external first floor wall facing south
7.7 Structural Development of Design
Walls
Isometric drawing of the emporium design with exploded first floor exterior walls made with dry wall, thermal mineral wool insulation, plaster-board and timber external cladding all based upon a timber structural frame.
85
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Detail of exploded isometric of external wall section 1:10
Timber frame
Thermal mineral wool insulation
Plasterboard
Sheathing to stud framework
External first floor wall detail section 1:10
External timber cladding
Vented cavity air space
Dry wall
Thermal mineral wool insulation
Timber frame
Plasterboard
Breather membrane
Vented cavity air space
External timber cladding
Vapour control layer
1:200 Elevation of emproium space with highlighted first floor walls 86
-
Solid wall leading to the reception area
Structural Columns
Promenade facing North
Promenade facing South
Exterior curtain fabric wall
Interior curtian fabric wall
Solid wall leading to the bar area
7.8 Structural Development of Design
Curtain Walls
Isometric drawing of the ground floor with cur-tain fabric walls fully closed.
The fabric walls are movable through a mechan-ical pulley blind system. The walls have three lay-ers, including external fabric walls made from a tensile fabric structure. There is also an interme-diate insulated wall between the external fabric and internal fabric wall. The internal fabric which is more of a softer and better looking fabric.
This fabric is not expensive and is easily modifya-ble, hense its use as a temporary wall. It has low density so is light on the pier structure.
The fabric walls are air tight and rain tight this is because of the series of layers. On the floor there is a bolt on system with insulating board for the curtain wall to join on to.
87
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PVC Insert
Weep Hole
Sill
Thermal Breaks
Subsill
Structural Silicone
Interior Curtain Wall Fabric
Exterior Tensile Curtain Wall Fabric
Intermidiate Insulated Curtain Wall
Intermidiate Supports
Isometric diagrammatic drawing of the blind structure in place as a the fabric curtain wall
Diagrammatic drawing in plan 1:10 of the fabric curtain wall system, featuring three different fabric walls
1:200 Elevation of emproium space with fully closed curtain walls
Allumminium Screen
Side bracket
External control
Compensation spring
Bottom rail
88
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Head of the curtain wall
Protective fencing
Added in cross bracing for extra support
7 Rows of fully fold out seating
Structure columns supporting the ground floor framework
7.9 Structural Developement of Design
Expanding Seating
Isometric drawing of the fully expanded seats in the ground floor emporium space
The temporary seats consist of 7 layers of seat-ing that fold down into the ground floor to store, made of steel. Features such as the fencing (for protection) surrounding the edges are added on after the seats are folded out fully. This also includes the extra cross bracing at the back of the seats.
These expanding seats are temporary and are used fully expanded during fashion events dur-ing fashion week, the seats can also be expand-
89
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Sectional diagrammatic drawing of the seats when fully expanded.
1:50
Sectional diagrammatic drawing of the seats when expanded into a bench like structure
1:25
1:200 Elevation of emporium space with fully expanded seating facing North
Space in the floor for the seating to be stored
Diagrammatic drawing of the folding bracket used to expand the seating
Hinge Pin
Sliding Mechanism
Top channel containing sliding mechanism channel
Strut brace in locked positon
T-piece for strut bar adjustment
Folding brackets to support the folding seat structure
90
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3.5m Long
2.5m Wide
7.10 Structural Development of Design
Windows
Isometric drawing of the emporium space with exploded Windows on the first floor.
Including an elevation of the basic window that is repeated 35 times throughout the 100m long emporium space to create a lot of natural light in the space, which can also be controlled with blinds.
Double Glazed Windows
First Floor
First Floor Mezzanine Space
91
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Exploded Isometric of the window frame used in the first floor design
Exterior Casing
Sash and Glazing
Subsill & Timber Window Frame
Rough Opening, with space at the top, sides and bottom for levelling of the frame
Casing Trim
Isometric Diagrammatic Drawing of Triple Glazed Window Present in the 35 First Floor Windows
Argon Gas Pocket
External Pane Clear Low E Glass
Second pane toughened glass
Internal Pane
Warm Edge Space Bars
Thermal Reinforcing
92
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7.11 Structural Development of Design
Exterior Promenading Decking
Isometric drawing of ground floor and first floor promenade space
The promenade space is key to the design as the design is a public space
93
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Section of Balcony Joining
1:10Isometric Drawing of the Promenade
Balcony Floor
Timber Floor Hebel Powerfloor Panel Hebel Adhesive Metal Rebars Timber Panelling
Timber Joist Outrigger Beam Metal Bolt Bracket
Drainage Plane
Spacers
Decorative Metal Bracket
Solid Stud Bracket
94
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9595
7.12 Structural Development of Design
Exploded Isometric of all Technical Details within the Emporium Space
-
96
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7.13 Structural Development of Design
Final Technical Focal Sections
Long Section 1:200
Short Section 1:250
Long Section97
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Glass Roof; 9.5m x 110m x .5m, .5m
Solid First Floor Walls; .3m x 110m x 3m
First Floor Promenade; 3m x 160m x .3m
Mezzanine First Floor; 9m x 96m x .3m
Ground Curtain Wall; .3m, x 10m (x18) x 4m
Ground Floor; 9.5m x 125m, x .7m
Pier Floor; 19m, x 185m, x .7m
Short Section 98
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Environmental Engineering of Design
-
8.1 Environmental Engineering of Design
Cooling within the Emporium Space
Longitudinal Section of Emporium Space 1:200
The cooling and heating system throughout the emporium space is produced through ventilation systems in the walls and floors, as seen in the plans and section on the left. The low level vents will create good air flor throughout the year, summer and winter.
The ventilation system is a system of pipes and filters under the floor which go into the walls up to the first floor mezzanine area.
Key:
Natural Air Ventilation
Mechanical Ventilation
As well as mechanical ventilation there is also wind induced ventilation called natural ventilation. This is a mechanism that has low running costs, is low maintanance and has zero energy consumption, this is because it is all run through the windows and open curtain walls.
Diagram of how air travels around the building.
101
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Basic diagrammatic section of fresh air mechacnical heating and cooling, dehumid-ifcation filtration. The arrows indicate the air flow.
Swing Damper
Filter
Shutoff Damper
Filter
Air Handler
Outside Air (OA)
OA Damper
Filters
Heating Coil
Cooling Coil
Reheating Coil
Primary Chilled Water
Primary Hot Water Primary Hot Water
Centrifugal Fan
Supply Air
Supply Damper
In depth diagram of what features in the me-chanical filtration ventilator 102
-
Longitudinal Section of Emporium Space 1:200
Including the mechanical heat ventilation another way to pre-serve heat is through the triple glaze window system in place on the first floor 35 windows. Keeping the building warm is im-portant because of the proximitiy of the design on the River Thames, where the air is windy a lot of the time.
Diagram of how heat is contained and travels through the building. Hot air rises when you heat air because it expands, therefore there is no need for hot air ventilation on the first floor mezzanine space only cooling ventilation.
Key:
Movement of Heat
8.2 Environmental Engineering of Design
Heating within the Emporium Space
103
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Diagrammatic drawing of how heat will be internalised through the double glazed glass roof
Sun
Solar Radiation
Ultra Violet Radiation (Heat) Outside
InsideInside Heat
Light
Another way to contain heat within in a building is to make sure that there is good insulation in the walls of the design. This is to reduce the amount of thermal bridging within the building. To reduce the thermal break within the insulation plastic will be added, this also prevents condensation also.
Using timber frame construction means thermal looping will not exist in the insulated layer. (Kingspan, 2016)
Interior
Warm Air
Exterior
Cold Air
104
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Longitudinal Section of Emporium Space showing the main Electricity and Water Pipes throughout the Emporium Space
1:200
8.3 Environmental Engineering of Design
Electricity/Water within the Emporium Space
Electricity is key to the emporium space with the aspect of the lighting throughout the space.
There are six water storage points throughout the emporium space floor used within the heating and cooling ventilation sys-tem. These water storage pipes are fueled by electricity heated and fuled by gas in the boiler room. (Woodford, 2015) These wa-ter pipes follow the pier structure and the walkways onto land.
Drainage of rainwater will be through the use of gutters on the exterior of the building as well as gutters surrounding the pier.
There is no waste to be disposed of in this section of the design.
Key:
Power Cables
Main Water Pipe
Drainage Guttering/Water Pipe
105
Main water pipe running under the emporium space
The main water pipe goes to land through walkway A and B
Electricity first floor Electricity ground Guttering and drainage sys-tem running along the roof and on the exterior of the design
-
8.4 Environmental Engineering of Design
Sound Systems and Acousitcs within the Emporium
Sound systems through the use of speakers are incredibly important during wedding receptions and during fashion week. This means that the acoustics within the space are key to the design. Because of the simple structure of the emporium space the sound bounces of the floor to the mez-zanine space to the ceiling respectively.
Key: Longitudinal Section of Emporium Space showing the acoustics and sound sys-tems within the Emporium Space
1:200
Main speakers
Axonometric of Woofer in the Speaker System
Reflection and Absorbtion of Sound
Dust Cap
Cone
Surround
Spider
Voice Coil
Magnet
Frame
Gasket
Bottom and Side Elevation of a Woofer in a Speaker System
106
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8.5 Environmental Engineering of Design
Light within the Emporium Space
Full natural light from glass roof with no blind and additional first floor windows with blinds
Longitudinal section of Emporium Space
1:200
Longitudinal section of Emporium Space
1:200
Full Natural light from first floor windows with glass window covered by blinds
107
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Longitudinal section of Emporium Space
1:200
Artificial light from the first floor and second floor
Lighting in the emporium space is key towards the design. Lighting needs to be controlled significantly during London Fashion Week and at wed-ding receptions held there.
Light will be controlled by blind systems on each window, light will also be controlled by artificial light throughout the emporium space, ground floor and first.
The artificial light will be LED lighting as they are safe to use, are incredibly efficient, and as there is a need for focusing light and colour during the catwalk shows, LEDs are perfect to work within the design even though there is a cost to them.
The lights will mainly be controlled through the lighting and sound room on the first floor above the reception. Although other controls will be fixed at the main entrance to the emporium space and the back room entrance.
Diagrammatic side and front elevation of the LED light that will be used throughout the design
Isometric diagrammatic drawing of an LED light bulb
108
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8.6 Environmental Engineering of Design
Sustainability
Sustainable Materials Used within the Design:
Timber
The timber structure of the design and the pier is re-cycled timber from a local source, which will have a low carbon footprint.
Insulation
The insulation materials will be environmentally friendly with zero ozone reducing factors.
Iron
Iron and other metals used in the building facade and pier will also come from local recycled sources, which reduces the carbon footprint of the design.
Roof Garden
Within the design there is a roof garden east of the Emporium. The roof garden is formed of recultivated plants, including flowers, trees and shrubs. Planting this greenery is in the aim of encouraging wildlife to the design and biodiversity. Plants will be of wide range to improve the air and aesthetic quality. The plants will be chosen on having a low water requirements, as most water will be through natural precip-itation.
The rooftop plants will receiver optimum direct sunlight, so the range of plants can be a lot larger than if there were not direct sunlight.
The aim of this scheme is to attract a large range of local wildlife, whilst also creating a pleasant atmosphere for the public.
Fig. 54
Fig. 55
Fig. 56
Fig. 57
Fig. 58
Fig. 59
Fig. 60
Fig. 61
Fig. 62
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1:100 Elevation of Roof Garden Section of the Design
1:250 Diagrammatic Drawing of Elevation of Emporium Space of the Design Featuring the Highlighted Section of the Roof Garden
Different Type Shrubs Used in Roof Garden Design
Prunus Avium; Wild Cherry
Woodwardia Radicans; Eu-ropean Chain Fern
Cotoneaster Dammeri; Bearberry Cotoneaster
Pyracantha Rogersiana;Asian Firethorn
Amorpha Fruticosa;Bastard Indigo
Cordyline Australis; Pink Stripe
110
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Building Regulations
-
9.1 Building Regulations
Building Control Approval
Part A
Part B
Part E
Part F
Part G
Part H
Part M
Part N
Part P
Strucutral Safety
Fire Safety
Resistance to Sound
Ventilation
Sanitation
Drainage and Waste Disposal
Access to and Use of Building
Glazing Safety
Electrical Safety
Building regulations are required by law in the UK to be carried out on most building work, they are there to ensure that the relevent legistration is carried out.
Building Regulations set standards for the design and construction of buildings to ensure the safety and health for people in or about those buildings. They also include requirements to ensure that fuel and power is conserved and facilities are provided for people, including those with disabilities, to access and move around inside buildings. (Planning Portal, 2016)
The diagram to the left features the main parts of the regulation legistration with highlighted what is highly important towards the design. (Gov.UK, 2016) This in-cludes, fire safety, ventilation and access to and use of the building.
Part B Fire Safety: Regulations on fire escapes, fire protection and fire retardent materials.
Part F Ventilation: Regulations on mechanical ven-tilation systems, and maintenance on such systems.
Part M Access to and Use of the Building: Regulations for accessibility inside the building and around the building, as well as access to and from the building.
Part C
Part D
Part J
Part K
Part L
Resistance to Contaminants and Moisture
Toxic Substances
Fuel Storage Systems
Protection from Falling
Conservation of Fuel and Power
See Pages 92-95
Part Q Security
Reg 7 Materials and Worksmanship
112
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9.2 Building Regulations
Part B: Fire Regulations
Means of escape from building route is no longer than 45m ground floor when arena seating is up. First floor means of escape is no longer than 18m, due to emergancy exit windows.
When curtain walls are not fully closed and up then means of escape routes are no longer than 10m, this is important. Therefore when the fire alarm is sound-ed the if the curtain walls are closed and there is no arena seating up the curtain walls will recede up to allow means of escape.
There is need for the design to be as fire proof as pos-sible. The curtain walls are made of fire retardant ma-terial.
Key:Fire Escape Route when Curtain Walls are Fully Closed with Arena Seating Up
Fire Escape Route when Curtain Walls are Fully Up
Longitudinal section of Emporium Space
1:200113
Foam Fire Extinguisher
Foam Fire Extinguisher
Fire Alarm Fire Alarm
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9.3 Building Regulations
Part M: Access to and Use of the Emporium
There must be clear entrances and exits with no obnstructions. Inclusivity and provision of ease of ac-cess is key within the ground floor space with ramps in place where there are stairs Ramps must have a headroof space of no less than 2m and a landing of at least 5m.
There must also be ease of pedestrian access from land to the pier from land, which the design com-plies to via walkways.
Diagrammatic Drawing of Accessibility and Use of Building in Plan
Ground Floor
First Floor
Main Access Points into the Emporium SpaceDouble Door Entrances
Large Single Door Entrances
Key:
There is double door access to and from the main entrance,with wide single doors otherwise, for all the access.
Areas of Entrance During the Summer Market 114
Critical Analysis
There is a need for a lift within the Emporium space so there can be full accessibility to the first floor.
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Delievering the Building
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10.1 Delievering the Building
The Client, the Architects Office and Design Team
Max Fordham; Environmental Engineer
Provides building services for the construction of the entire masterplan of design.
The Design Team
ARUP; Structural Engineer
Structural services for the construction of the entire master plan of design and any additional structures
Churchman; Landscape Architect
Landscape development for the construction of the master plan to develop roof garden and the prome-nade space
DP9; Planning Consultant
Provides planned and well organised systems for acheiving planning approvals
Mace; Cost Consultant
Opperates financial management and aid
British Fashion Council; Additional Consultant
Provides services to determine the requirements asked of by the council
Transport for London; Additional Consultant
Provides services to determine the requirements asked of by the government
Other Additional Consultants
Lighting, Access, Acoustic, Fire, Fabric Structure and Tax Advisor
The Client
Meeting at Greenwich Market, London stall holders, Avas Millinery, Forever Florence Textiles and the Shoe Embassy were hired to work in conjunction with London Fashion Week. This was along side the British Fashion Council to create a project that brough fashion back to the South East of London focusing on Greenwich and Deptford.
AHMM won an open national architecture competition proposing a new public space in Greenwich that could change into a fashion venue as easy as putting on a hat.
Client Relationship
AHMM Architects won the design competition for the project to build a new public space/fashion venue on a new pier placed west of Greenwich on the River Thames. The client welcomed the inovative idea of how to merge a public space with a fashion venue through moveable curtain walls. As well as AHMM having to please the Greenwich Market Traders requirements for the design, they must also consult with Transport for London and the British Fashion Council for guidance.
The building is a public space therefore as well as the intial design team there are a range of consultees. These such as the Royal Bor-ough of Greenwich Council and London Borough of Lewisham Coun-cil, Local Businesses and Markets as well as Port of London Authority.
116
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10.2 Delievering the Building
Contractural Relationships
This diagram illustrates the relationships between the client, architect and other contractors, with contracts placed where relevent.
The J.C.T (Joint Contract Tribunal) contract is a traditional form of contract popular in the UK.
Project Manager
Greenwich Market Traders
Client
AHMM Architecture
Architect
ARUP
Structural Engineer
Max Fordham
Environmental Engineer
Mace
Cost Consultant
Churchman
Landscape Architects
DP9
Planning Consultants
Sir Robert Alpine
Contractor
RK Group
Sub Contractor
British Fashion Council
Consultant
Transport for London
Consultant
London Reclaimed
Sub Contractor/Supplier
Lassco
Sub Contractor
T & C Metal Recycling Ltd
Supplier
J.C.T Traditional Contract
Influence & Information Exchange
Arts Council England
Consultant
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10.3 Delievering the Building
The Planning Framework
Planning Permission
Royal Borough of Greenwich Council
London Borough of Lewisham Council
Mayor of London
Formal permission from local authority(s) for the erection or al-teration of new buildings or similar developments is required. The local authority for that the client needs to seek permission from is The Royal Borough of Greenwich, as well as the London Borough of Lewisham. There are application fees to seek plan-ning approval, these fees are dependant on the scale of the design, the complexity of the design, the contract period, the space required for the design and the number of storeys.
London Borough of Lewisham Council is able to grant permis-sion within a month of more, whilst the Royal Borough of Green-wich Council takes three months or more depending on the scale of the proposed design. When the planning permission is granted it is required that work begins within 5 years.
As well as gaining approval from local council authorities, the clients needs to gain permission from the Port of London Au-thority.
However, planning permission can come with conditions and restrictions in which the client and planners would have to ne-gotiate or take under consideration when planning the design.
Port of London Authority
Development Studies
River Works Licence
Temporary Works Consent
Estate Department Consent
Fig. 63t Fig. 64 Fig. 65 Key Required Planning Documents
Key Required Planning Approvals
Planning Permission
Design and Access Statement
Design Intent Drawings
Environmental Impact Report
Statutory Form Applications
Business Plan
118
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10.4 Delievering the Building
Timeline of Building Process, Outline Programme
The RIBA plan of work organises the key workstages of projects in view of a specific time frame.
The diagram of the programme outline conforms to the RIBA Plan of Work 2013.
The design will be appoximitly completed 18th November 2019, giving several months preperation before its premier Fashion Week show at the beginning of February 2020.
Tasks
Feasability Studies/Appraisal
Sign off Study/Design Brief
Stage 2 Design (Concept Design)
Client Approval
Stage 3 Design (Design Development)
Client Approval
Planning Period
Planning Approval
Stage 4 Design (Technical Design)
Client Approval
Production Information
Client Approval
Tender Documentation
Client Approval
Tender Action
Construction Period
Completion and Handover
Duration(Work Weeks)
Start Date
End Date
2016
12 Weeks
12 Weeks
11 Weeks
12 Weeks
18 Weeks
13 Weeks
12 Weeks
12 Weeks
82 Weeks
23/05/2016
30/08/2016
03/12/2016
27/02/2017
29/05/2017
02/10/2017
12/01/2018
12/01/2018
16/04/2018
23/08/2016
30/11/2016
24/02/2017
26/05/2017
29/09/2017
09/01/2018
11/04/2018
11/04/2018
11/11/2019
30/08/2016
03/12/2016
27/02/2017
29/05/2017
02/10/2017
12/01/2018
16/04/2018
18/11/2019
2017
Fig. 66
119
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov
-
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov 2018 2019
120
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10.5 Delievering the Building
Preliminary Project Costing Analysis
Total Internal Floor Space:
Estimated Cost per sqm:
Total:
Contingency for Specialist Curtain Wall Construction:
Pier Construction:
Total Construction Cost:
Architect:
Structural Engineer:
Environmental Engineer:
Cost Consultant:
Project Manager:
Total Fees:
4, 200 sqm
3,000
12,600,000
250,000
1,000,000
13, 850, 000
7%
5%
5%
3%
1%
969,500
692,500
692,500
415,500
138,500
2,908,500
+
+
+
+
+
=
=
Total Construction Cost:
Total Fees:
Estimated Planning and Building Regulation Fees and Benefits:
Total Cost of Build:
13,850,000
2,908,500
100,000
16,858,500
+
+
=
121
+
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Bibliography
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List of Figures
Fig. 1: Photograph of Dalston Model Market, Ticked off the list. 2015. https://tickedoffthelist.wordpress.com/. Web. First Accessed: 28/02/2016
Fig. 2: Photograph of Greenwich Market, I Heart Greenwich Market, Garry Knight, 2013. https://www.flickr.com/photos/garryknight/8533371717/. Web. First Accessed: 28/02/2016
Fig 3: Intial Concept Sketch, February 2016. Sarah Mather
Fig 4: Initial Concept Sketch, February 2016. Sarah Mather
Fig. 5: Photograph Collage of Site, October 2015. Sarah Mather.
Fig 6: Photographs Taken of Site, October 2015, Sarah Mather.
Fig. 7: Photographs Taken of Site, February 2016, Sarah Mather.
Fig. 8: Photographs Taken of Buildings of Note, February 2016, Sarah Mather.
Fig. 9: Photographs Taken of Access to Site, February, 2016. Sarah Mather.
Fig. 10: Photographs taken of the Pier. October, 2016. Sarah Mather.
Fig. 11: Birdseye View Photograph taken of the Pier. http://www.bing.com/mapspreview. Web. First Accessed. 18/02/2016
Fig. 12: Photographs taken of detals of the Pier, February, 2016. Sarah Mather
Fig. 13: Photograph taken of Port Authority Boat on the River Thames, 2016, ww.pla.co.uk. Web. First Accessed: 19/02/2016
Fig. 14: Tide Times Taken from Port of London Authority, 2016. http://www.pla.co.uk/. Web. First Ac-cessed: 19/02/2016
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Fig. 16: Map showing the Hydroponics of Deptford Creek. 2016. http://www.pla.co.uk/. Web. First Accessed: 20/02/2016
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Fig.20: Map of Deptford c. 1620. 2016. http://www.ideal-homes.org.uk/lewisham/dept-ford/1623-map-01.htm. Web. First Accessed: 22/02/2016.
Fig. 21: Cassell, Petter & Gaplin, 1878. Peter the Greats House, situated in Deptford, c. 1850. http://www.british-history.ac.uk/old-new-london/vol6/pp143-164. Web. First Accessed: 22/02/2016
Fig. 22: Cassell, Petter & Gaplin, 1878. Drawing of Greenwich and Deptford c. 1815. http://www.brit-ish-history.ac.uk/old-new-london/vol6/pp143-164. Web. First Accessed: 22/02/2016
Fig. 23: Cassell, Petter & Gaplin, 1878. Drawing depicting The Royal Dockyards situated in Deptford, late 1600s. http://www.british-history.ac.uk/old-new-london/vol6/pp143-164. Web. First Accessed: 22/02/2016
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Fig. 25: Cassell, Petter & Gaplin, 1878. Drawing showing the opening of Deptford Creek into the Riv-er Thames c. 1800s. http://www.british-history.ac.uk/old-new-london/vol6/pp143-164. Web. First Ac-cessed: 22/02/2016
Fig. 26: Photographs taken of Avas Millinery Stall at Greenwich Market. 2014 - 2016. https://www.ins-tagram.com/missavasmillinery/. Web. First Accessed: 19/11/2015 Fig. 27: Photographs of the AW 2016 London Fashion Week Venues and Millinery Hats presented at the shows. http://www.londonfashionweek.co.uk/. 2016. Web. First Accessed: 24/02/2016
Fig. 28: Photographs taken of High Class Wedding Venues in London. http://www.prestigiousvenues.com/location/london/. 2016. Web. First Accessed: 24/02/2016
Fig. 29: Photograph of An Abanonded Ship. http://miriadna.com/preview/old-ship. 2014. Web. First Accessed: 04/04/2016
Fig. 30: Photograph of An Abanonded Ship. http://kids-myshot.nationalgeographic.com/photos/view/73396. 2013. Web. First Accessed: 04/04/2016
Fig. 31: Photograph of the recently burnt Eastbourne Pier. http://www.itv.com/news/story/2014-08-01/eastbourne-pier-fire-now-treated-as-suspicious-police-say/. 2014. Web. First Accessed: 04/04/2016
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Fig. 33: Abandoned Building, Aurlien Villette. blogof.francescomugnai.com. 2013. Web. First Ac-cessed: 11/02/2016
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Fig. 38: Steam Punk Factory, Noupe. https://uk.pinterest.com/pin/304485624778953722/. 2014. Web. First Accessed: 11/02/2016
Fig. 39. Photograph of Diagrammatic Laser Cut Schedule of Accomodation with Highlighted Boxes. March, 2016. Sarah Mather
Fig. 40: Photograph of model shows how the volumes of space boxes are seen on the new pier with site context. March, 2016. Sarah Mather
Fig. 41. Laser Cut Physical Model of Existing Pier and New Pier with Site Context. March 2016. Sarah Mather
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Fig. 43: Photograph of Recycled Timber Decking. http://www.thors.com.au/cladding-gallery/. 2016. Web. First Accessed: 25/03/2016
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Fig. 53: Photograph of recycled blue insulation. http://inhabitat.com/recycled-blue-jean-insula-tion-by-bonded-logic/. 2016. Web. First Accessed: 29/03/2016
Fig. 54: Photograph of iron metal. http://bgfons.com/download/52. 2016. Web. First Accessed: 29/03/2016
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Fig. 59: Photograph of Amorpha Fruticosa; Bastard Indigo. https://www.rhs.org.uk/Plants/26138/i-Amorpha-fruticosa-i/Details?returnurl=%2fplants%2fshrubs%3fdisplay%3dList%-26context%3db%25253D0%25