-
FEEDING MANHATTAN
CHARLES HARRIS YEAR 4
UNIT
Y4 CH
QUEENSBORO CULTURE
@unit14_ucl
All work produced by Unit 14 Cover design by Maggie Lan www.bartlett.ucl.ac.uk/architecture Copyright 2018 The Bartlett School of Architecture, UCL All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopy, recording or any information storage and retrieval system without permission in writing from the publisher.
@unit14_ucl
CHARLES HARRIS YEAR 4 harriscwm@gmail.com charlie-harris.uk @harriscwm
Q U E E N S B O R O C U LT U R E Feeding Manhattan Manhattan, New York, USA
T
echnology and industry transformed the USA during the Second Industrial Revolution. Nowhere was this more evident than New York City, which was transformed from a sparsely populated former Dutch trading outpost to a big player in global trade and industry within the space of 50 years. Central to New York City’s growth and cultural heritage was the meat industry. Enabled by a series of large infrastructure projects, New York City’s meat industry became one of the largest in the world, however, since the 1930’s, increasing land prices have progressively forced both the meat industry and the network of supporting delicatessens and butchers to close or relocate. Current predictions estimate a growth in global population to reach 9.7billion by 2050.
one of the world’s most meat-consuming nations about sustainable production. Returning to Manhattan’s legacy infrastructure, the project is located below Queensboro Bridge, intensifying under used space and offering a foot bridge to Roosevelt Island. The ground-bearing portion of the scheme houses an intensive, largescale, cellular meat facility, offering affordable meat products. The mid span is occupied by a number of ‘bio-alotments’, allowing New York City residents and small businesses to experiment with their own meat production. Central to this span is an open public space, allowing views up and down the East River and celebrating the location. Finally, on arriving at Roosevelt Island, there is a new Deli, where experimental meat production can be tested.
This increase, combined with economic growth in Less Economically Developed Countries, is expected to result in an almost 70% increase in caloric requirement globally, largely from increased meat consumption.
In the pioneering spirit of Manhattan’s infrastructure, the long-span structural system is ‘biomimetically’ informed, developing a typical ‘box girder’ to a central ‘spine’ system, which is highly differentiated in response to load conditions and programmatic requirements.
This increase far outstrips the capacity of present agricultural methods and would use more than the total availability of drinkable water and over 60% of the Earth’s landmass. The so-called ‘Fourth Industrial Revolution’ offers some potential solutions to sustainably satisfying this demand, through biotechnology. Cellular Agriculture is one-such technology, enabling meat and other animal products to be lab-grow, using a fraction of the space and resources.
B.02 A.03
E.04
A.02
B.05
B.03
C.01
C.02
E.02
E.01
D.01
E.03
B.01 A.01 GS-ZC-001 B.04
Y4 CH
GE-SO-001 DS-ZB-002
GS-ZB-001
EAST RIVER [EAST CHANN
EAST RIVER [WEST CHANNEL]
AREA SCHEDULE ZONE A
GENERAL ARRANGEMENT
Integrating these new technologies, this scheme looks to introduce a cellular agriculture bio-meat facility to Manhattan, aiming to re-connect meatproduction to the city and making a statement to
A.01 A.02 A.03 50M
10M
SCALE: 1:1000 DWG: GE-SO-001
10M
50M
FACADE CONDITIONS
LOGIC OF SYSTEMS
GENERAL ELEVATION
ZONE B
[EXISTING ‘BRIDGEMARKET’]
SCALE: 1:1000 DWG: GA-XX-001
SOLID CLOSED STRUCTURE
CENTRAL SHEAR WALL - SPAN STRUCTURE
[REACTOR HALL]
Public market Starter laboratories Theatre - cell extraction
B.01 B.02 B.03 B.04 B.05
ZONE C+D
ZONE E
B.01 B.02 C.02
E.01 E.02 E.03 E.04
[BIO-ALOTMENTS]
Reactor hall - full height Public walkway Meat printing Terraced public realm Shear core
[REACTOR HALL]
Zone B alotments Public terrace Zone C alotments
CENTRAL SHEAR WALL - GROUND BEARING STRUCTURE
Deli alotments Deli test kitchen Deli restaurant M.E.P
Facade logic is driven by
At points of highest load structure forms a solid en Slender edge profile distinct from primary structure SECTION - Structral concrete walls fully visible - Ribs / structure exposed
ELEVATION
SECTION - Ribs / structure exposed - Frameless glazed infil
ELEVATION
SECTION
ELEVATION
- Frameless glazed infil -Secondary structure edge infil with slim profile
As the moment reduces, ‘spine’ in the elevated se in inserted between struc translucency.
3
Where the box girder dev ground bearing part of th required, so a logic of se
QUEENSBORO CULTURE FEEDING MANHATTAN
CHARLIE HARRIS PORTFOLIO UNIT 14, THE BARTLETT SCHOOL OF ARCHITECTURE 2018 UNIT TUTORS: Dirk Krolikowski Jakub Klaska
4
Technology and industry transformed the USA during the Second Industrial Revolution. Nowhere was this more evident than New York City, which was transformed from a sparsely populated former Dutch trading outpost to a big player in global trade and industry within the space of 50 years. Central to New York City’s growth and cultural heritage was the food and particularly meat industry. Enabled by a series of large infrastructure projects, New York City’s meat industry became one of the largest in the world, however, since the 1930’s, increasing land prices have progressively forced both the meat industry and the network of supporting delicatessens and butchers to close or relocate. Current predictions estimate a growth in global population to reach 9.7billion by 2050. This increase, combined with economic growth in Less Economically Developed Countries, is expected to result in an almost 70% increase in calorific requirement globally, largely from increased meat consumption. This increase far outstrips the capacity of present agricultural methods and would use more than the total availability of drinkable water and over 60% of the Earth’s landmass. The so-called ‘Fourth Industrial Revolution’ offers some potential solutions to sustainably satisfying this demand, through biotechnology. Cellular Agriculture is one-such technology, enabling meat and other animal products to be lab-grow, using a fraction of the space and resources. Integrating these new technologies, this scheme looks to introduce a cellular agriculture bio-meat facility to Manhattan, aiming to re-connect meat-production to the city and making a statement to one of the world’s most meat-consuming nations about sustainable production.
5
6
BUILDING MANHATTAN INDUSTRIAL [INFRA]STRUCTURE SUPPLYING THE STATES BRIDGES OF THE EAST RIVER SMITHFIELD MARKET AND THE PHOENIX COLUMN [RE]STRUCTURE LONG SPAN HYBRID INFRASTRUCTURE - [DE]CENTRALISATION INDUSTRIAL NEW YORK - [DE]CENTRALISATION FOOD + INDUSTRY THE [SUB]URBAN FACTORY MEAT IN MANHATTAN: THE URBAN INDUSTRIAL DISTRICT THE MEATPACKING DISTRICT
7
INDUSTRIAL [INFRA]STRUCTURE THE DEVELOPMENT OF MANHATTAN
INFRASTRUCTURE | the basic physical and organizational structures and facilities needed for the operation of a society or enterprise
WILLIA
1875
Opens: Long Span: Length: Suspension Bridge w
Second Avenue Railroad opens, using Phoenix Columns as primary structure.
Pre 1850 1850-1875
1883
1871
MANHATTAN CONSTRUCTION
Grand Central Terminal Opens
Source: NYC PLUTO GIS Data
BROOKLYN BRIDGE
1868
Opens: 188 Long Span: 486 Length: 182 Hybrid Cable Stay Bridg
Ninth Avenue Railroad opens, using Phoenix Columns as primary structure.
8,000 2,000 200
0
SECOND INDUSTRIAL REVOLUT
Buildings Completed (per annum)
1810
1820
1830
1840
1850
1870
1860
1880
1890
1849
1800
City of Greater New York constitu
The method of producing an I-beam rolled from a single piece of steel patented by Alphonse Halbou in France
1856
End of American Civil War
Puddling of Iron patented, enabling mass-production of Wrought Iron.
Bessemer process for mass production of steel patented by (Henry Bessemer) in the UK.
STEEL
Steel was previously not cost effective for construction until the introduction of the Bessemer Process. The typically 2.14% carbon content of the ‘mild steel’ used in construction made it brittle, however, improvements in ferrous metallurgy allowed this to be reduced.
Modern steel is substantially more ductile that Wrought Iron and has higher tensile strength.
8
1865
Substantially less brittle than cast iron (due to it’s low carbon content of <0.08%). This meant it could be rolled, welded and riveted. This allowed for fabricated structures and was used in the construction of St Pancras Station and the Eiffel Tower.
First licensed factory to use the Bessemer Process opened up in the USA in Troy, New York.
1862
1784
WROUGHT IRON
‘Phoenix Column’ invented by the Phoenix Iron Works, Arizona. They had a better strength to weight ratio better compressive strength than alternatives.
1910
1927
1903
HOLLAND TUNNEL
1903 490m 2227m with Truss Causeways
Pensylvania (Penn) Station opens
OPENS: 1927
Vehicular tunnel under the Hudson river
1909
1936
1964
AMSBURG BRIDGE
VERRAZANO-NARROWS BRIDGE
TRIBOROUGH BRIDGE
QUEENSBORO BRIDGE
Opens: 1939 Long Span: 1298m Length: 4176m Suspension Bridge with two decks, at the time it was the longest in the world.
Opens: 1936 Long Span: 420m Length: (3 sections) 850m, 94m, 117m 3 Suspension Bridges connected to each other
1939
Opens: 1909 Long Span: 360m Length: 1135m Double Cantilever Bridge
E
MANHATTAN BRIDGE
83 6m 25m dge
BRONX–WHITESTONE BRIDGE
Opens: 1909 Long Span: 415m Length: 2089m Suspension Bridge with Warren Truss deck
Opens: 1939 Long Span: 700m Length: 1150m Suspension Bridge
TION 1910
1920
1930
1940
1950
k formed from uent boroughs
1960
1970
1980
1990
2000
2010
1973
1929
1898
1900
1973 Oil Crisis, GDP per capita fell 3%
1913
The ‘Wall Street Crash’ marked the start of ‘The Great Depression’ and subsequent period of sustained economic decline.
‘Dual Contracts’ signed, facilitating construction of ‘rapid transport’ and subway systems. This was a contract between the City and two major rail companies; Interborough Rapid Transit Company and Brooklyn Rapid Transit Company.
9
Wharf / Dock Area (Historic)
Tunnel (Vehicular)
THE BRONX
New York
New Jersey
Bridge (Mixed Use)
Tunnel (Rail / Subway)
Major Roadawys
Major Railways
LA GUARDIA AIRPORT
HUDSON RIVER
NEW JERSEY
MANHATTAN ISLAND QUEENS
D
NEWTON CREEK
NORTH PIERS
ST
EA R VE RI
CHELSEA PIERS
BROOKLYN NAVAL YARD
B C A
BROOKLYN
REDHOOK CONTAINER TERMINAL
PORT NEWARK
NEW YORK HARBOUR
HOWLAND HOOK MARINE CONTAINER TERMINAL
10
ey ers wJ Ne ork wY Ne
STATEN ISLAND
INFRASTRUCTURE
BRIDGES OF THE EAST RIVER
BROOKYLN BRIDGE Opened: Construction: Structural System:
1883 1869-1883 (14 Years) Hybrid Cable Stay Suspension Bridge, with Truss Deck, connected to masonry towers.
CARRIES 6 Lanes Roadway 2 Lanes Pedestrian DESIGNED 2 Lanes Roadway 2 Lanes Streetcar (up to 1950) 2 Lanes Elevated Railway (up to 1944) 2 Lanes Pedestrian / Cycle
WILLIAMSBURG BRIDGE Opened: Construction: Structural System:
1903 1896-1903 (7 Years) Suspension Bridge, with Truss Deck. Note: truss spans final section of approach without support from cables.
CARRIES 8 Lanes Roadway 2 Lanes Subway 2 Lanes Pedestrian / Cycle DESIGNED 4 Lanes Roadway 4 Lanes Streetcar 2 Lanes Subway 2 Lanes Pedestrian / Cycle
MANHATTAN BRIDGE Opened: Construction: Structural System:
1909 1901-1912 (11 Years) Hybrid Cable Stay Bridge, with Truss Deck Construction contracted to the Phoenix Bridge Co, a division of Phoenix Iron Works
CARRIES 7 Lanes Roadway 4 Subway 1 Lane Pedestrian 1 Lane Cycle DESIGNED 3 Lanes Roadway 4 Lanes Streetcar 4 Lanes Subway 2 Lane Pedestrian / Cycle
QUEENSBORO BRIDGE Opened: Construction: Structural System:
1909 1903-1909 (6 Years) Cantilever Bridge
CARRIES 9 Lanes Roadway 1 Lanes Pedestrian / Cycle DESIGNED 4 Lanes Roadway 2 Elevated Railway 2 Lanes Pedestrian
A D
C B
11
486m
84m
41m
A Brooklyn Bridge
490m
107m
41m
B
Williamsburg Bridge
451m
102m
41m
C Manhattam Bridge
360m
192m
107m
41m
D Queensboro Bridge
12
192m
107m
41m
INFRASTRUCTURE [DE]CENTRALISATION
“Now that the Pennsylvania tunnels are completed, and a resident of Flushing can go from his home to Herald Square in sixteen minutes, and without change of cars, now that the Great Queensboro Bridge is open to traffic, and a Flushing resident can go for a single fivecent fare by trolley in the fibest cras in New York over this bridge in thirty minutes, and with the prospect of the Steinway Tunnel being quickly opened, tens of thousands of New York’s increasing population will take advantage of and enjoy the same invaluable priveleges that have previously been the privelege of only thousands.” New York’s Premier Suburban Colony - 1910 Business Men’s Association of Flushing Since the turn of the 20th century, the nature of the city centre has changed hugely; large manufacturing has moved further from the city centre and better infrastructure has allowed people to travel further and live further away. Increased decentralisation after the mid-20th century has moved manufacturing still further from Manhattan, however the early decades of the 19th century saw a particularly critical change in the nature of New York City. Suburban factories drew wrokers to the suburbs, where relaxed building regulations allowed many families to build their own homes.
The Bronx
210,000
Brooklyn
1,167,000
Manhattan
1,850,000
153,000
Queens
Staten Island
67,000
8.2M
6.9M
6.9M
Population
Population
Population
5.6M
Population
4.7M
Population
3.4M
Population
1927
2010
1940
Penn Station opens
1930
1920
1910
1900
1910
1939
Holland Tunnel opens
Bronx-Whitestone Bridge opens
1883
Brooklyn Bridge opens
1909
Queensboro Bridge opens
1903
Williamsburg Bridge opens
1931
George Washington Bridge opens
1936
Triborough Bridge opens
1909
Manhattan Bridge opens
Relative Population
(Data taken from New York Census)
13
1910 POPULATION DENSITY Data taken from New York Census
The Bronx
> 500
350-500
250-350
Manhattan
Queens
150-250 Residents per acre 100-150
50-100
25-50
< 50
Brooklyn
Staten Island
1930 POPULATION DENSITY Data taken from New York Census
The Bronx
> 500
350-500
250-350
Manhattan 150-250 Residents per acre 100-150
50-100
25-50
< 50
Brooklyn
Staten Island
14
Queens
INDUSTRIAL NEW YORK [DE]CENTRALISATION
“In the nineteenth century, the railroad emancipated many industries from reliance upon water transportation. Factories became freer to locate away from central port areas along radial radial freight lines and suburban spurs. Then, early in this century, changes in manufacturing production began to provide active incentives for factories to move out of the centre.” ‘Industry and residence: The decentralisation of New York City, 1900-1940’ Richard Harris - Journal of Historic Geography, 19, 2 (1993) 169-90 The ‘Second Industrial Revolution’ saw an un-precedented period of mass construction of urban fabric and infrastructure in New York City, with a huge amount of large infrustructure projects at the end of the 19th and early 20th centuries: accomodating the growth in manufacturing industries. This growth changed the form as well as the size of the city; factories were changed, expanded and began to move to suburbs, with an unprecedented growth in blue-collar suburbs between 1900 and 1940.
The Bronx
Brooklyn
Manhattan
Queens
Staten Island
639,000
Manufacturing Jobs
562,000
Manufacturing Jobs
526,000
Manufacturing Jobs
389,000
Manufacturing Jobs
233,000
Manufacturing Jobs
2010
1937
1929
1919
1909
1899
DISTRIBUTION OF MANUFACTURING JOBS (in New York City)
Relative No. Manufacturing Jobs (Data taken from Regional Plan Association of New York, 1944 - Census of Manufacturers)
15
20th CENTURY INDUSTRIAL LANDSCAPE
Industrial Buildings
Data taken from 1935 City Planning Commission, Emergency Relief Project
10-50,000 Employees
1-10,000 Employees
100-1,000 Employees
100 Employees
THE BRONX
MANHATTAN QUEENS
BROOKLYN
STATEN ISLAND
16
FOOD + INDUSTRY
THE FOOD LANDSCAPE OF INDUSTRIAL NEW YORK
The development of New York City is intrinsically tied to its food heritage. Only 16 years after the founding of New Amsterdam the few dozen farmers and millers were exporting flour to Europe and by the mid 19th century, New York rivalled Chicago as the centre of the Americn grain trade, distributed via the Erie canal and Hudson river. After 1850, Cornelius Vanderbilt’s New York Central Railroad constantly supplied some 22 grain elevators on the Manhattan pier, the largest holding 2.3 million bushels. Until the end of the 19th century the area between 5th avenue and the Hudson River was filled with backyard piggeries and bone boileries on each block. Pigs may no longer roam the streets of Manhattan and the silos are long gone, but the legacy of food in shaping New York City remains; from the street names and waterfront to the plethora of ex-industrial buildings, the heritage of food lives on.
FOOD MANUFACTURE EMPLOYMENT 82,677 employed 1920 19,000 employed 2010
FOOD MANUFACTURE ECONOMY $8.2bn (adjusted for inflation) 1920 $5bn - 2010 figure 2010
$15.8m
Value of Product
Persons Employed
Number of Factories
$184m $15.8m
$589m
$25m
$6m
2618
18,600
51,000
6000
870
495
1,700
2,323
355
72
Staten Island
Queens
Manhattan
Brooklyn
The Bronx
[FOOD +] INDUSTRY BY BOROUGH - 1920’s Data taken from Merchants Association of New York, 1922 Census
169,000 employed $1.1bn industry
Womens Clothes
8,091 factories 83,730 employed $671m industry
Mens Clothes
3,222 factories 82,677 employed $750m industry
Food Products
5,006 factories 113,000 employed $436m industry
Metal / Metal Products
2,614 factories 81,454 employed $390m industry
Printing / Publishing
3,167 factories
PRIMARY MANUFACTURING INDUSTRIES - 1920’s Data taken from Merchants Association of New York, 1922 Census
17
20th CENTURY INDUSTRIAL LANDSCAPE - FOOD INDUSTRY
Areas of Food Manufacture
Data taken from Merchants Association of New York, 1922 Census
Mixed Use Areas (incl. Food Manufacture)
THE BRONX
MANHATTAN
QUEENS First Avenue ‘Abattoir Centre’
Domino Sugar Factory Riverside Drive grain silos ‘Meat Packing District’
Red Hook Grain Terminal
BROOKLYN
STATEN ISLAND
18
FOOD + INDUSTRY THE [SUB]URBAN FACTORY
Between the 1800’s and 1950’s, sugar refining was one of New York City’s major industries, importing raw sugar from the West Indies and Deep South, refining it and exporting through out the norther states. In 1857 Frederick C Havemeyer opened a seven storey factory in Williamsburg (The American Sugar Refining Company, which sold the ‘Domino’ brand), using the latest technology developed in Europe. Its initial production of 300,000 pounds of sugar per day exceeded the monthly output of all the other New York refiners. By locating the factory in Williamsburg (Brooklyn), Havemeyer could build directly on the East River, where ships would dock and unload good straight to the refinery. The Williamsburg site was one of five major processing plants owned by The American Sugar Refining Company (now ‘Domino Sugar Corporation’), with plants in Baltimore and New Orleans. Since the 1950’s, a combination of land costs and increasing public hostility to factories in the city, all of New York City’s sugar refineries have closed. The introduction of high fructose corn syrup in the late 1970’s saw many traditional sugar refineries become obsolete. The Domino refinery was the last in New York, closing in 2004. Today only the Pan, Filter and Finishing House stands; with re-development of the site imminent.
West Elevation
Pan, Filter and Finishing House
North Elevation
Pan, Filter and Finishing House
1971
1805
Havemeyer family begin refining sugar in Manhattan.
1870
Domnio factory produces more than half of all American refined sugar.
1882
1820’s
Fire destroys most of the Williamsburg factory. It is rebuilt with the smokestack on the Filter House.
1857
Factory expands between Kent Avenue and the River.
1819
Frederick C Havemeyer opens the Domnio factory in Williamsburg, Brooklyn. Its daily production immediately outstripped the monthly output of all the other New York refineries combined.
4,500 now employed.
New $35m sugar factory proposed for Brooklyn meets strong opposition from the public and is never built.
1996
1970’s 1959
Employment falls after Second World War, with 1,500 now employed
2014
450 now employed, following sequential industrial action over working standards and pay
High Fructose Corn Syrup gains popularity, making many traditional refineries obsolete
Remaining buildings demolished
2007
Pan, Filter and Finishing House given ‘Landmark Status’
2004
Domino Sugar refinery closed
2000
1950
1900
1850
1800
19
Factory Axonometric Pan, Filter and Finishing House © PAU Studio
Factory Axonometric
H ud so n
Ri ve r/
Er ie
C
an al
Pan, Filter and Finishing House © PAU Studio
U
ps ta te
-
West Indies
Downstate
EAST RIVER
Raw Sugar Wharf
Refined Sugar Wharf 6 9
12
5
10
7 8
11 River
1 4
13
3
14 2
Street
1 Filter House 2 - Pan House 3 - Finishing House 4 - Adant House 5 - Bolier House 6 - Pump House 7 - Turbine Room 8 - Power House 9 - Syrup Station 10 - Raw Sugar House 11 - Wash House 12 - Bin Structure 13 - Packaging House 14 - Speciality Sugar House
Kent Avenue
20
Grand street
South 4th Street
South 4th Street
South 4th Street
South 4th Street
South 5th Stre et
Remaining Structure (2017)
FOOD + INDUSTRY
MEAT IN MANHATTAN: THE URBAN INDUSTRIAL DISTRICT
1902 1822
Fulton Street market becomes a fish market, due to loss of trade.
Fulton Street Meat Market opens.
1820’s
New York’s meat consumption nearly doubles, as a result of cheaply available meat (around half the price of European meat).
Beef Trust increase prices by 50% - Kosher Meat Riots ensued, boycotting butchers in the demand of pair pricing.
1850’s
1843
By 1960, 75% of meat is sold prepackaged.
1914
Hygrade suasage factory opens.
1875
600 Butchers registered in New York City.
1850
2005
60th Street Slaughterhouse opens, exporting ‘dressed meat’ and livestock to Europe.
2000
1950
1900
1850
1800
1810
Fulton Fish Market leaves Manhattan and relocates in The Bronx.
1950’s
Rise of the supermarket: independant stores, particularly butchers see a reduction in demand
Mass herding of cattle banned by city ordinance.
Meat supply is limited to licensed markets and butchers - resulting in a lack of competition and high meat prices.
1960
1906
‘The Jungle’ (a book exposign the conditions inside Chicago’s meat industry) published - reducing consumer confidence in the processed meat industry.
1843
Common Council declare that markets laws ‘no longer serve people’s interests’ - independant meat shops are legalised.
Livestock
New York City
Slaughterhouses + Meat Cutting
Butchers
Exports to Europe
Exports to US
Manhattan Slaughterhouse District
Brooklyn Slaughterhouse District
‘Meat Packing’ District
Exports downstate and to Europe
21
COMMUNITY ENGAGEMENT - THE KOSHER MEAT RIOTS
1700’s - 1850’s
Multiple ‘cottage-industry’ butchers around the city. Livestock is walked through the city, slaughtered, processed and sold locally.
1850’s - 1950’s
Establishment of larger, conglomerate slaughter houses and meat cutters, distributing to local butchers.
1950’s - 2000’s
Supermarket begins to dominate grocery sales. Advances on packaging and containerisation allow meat processing to move outside the city.
‘Tomorrow’s housewife won’t have to shuffle on the butchers sawdust floor, see little chicken’s innards, or an animal oozing out its life’s plasma.’ Samuel Slotkin, Hygrade Foods Discussing the move to processed meat products The New Yorker 1952
22
2050’s - Speculative
Meat becomes a luxury item, with prices have increasing exponentially and a lack of available land for livestock production. Increasing environmental awareness has led to a boom bio-meat production, with localised production units spread around the city.
MEAT IN MANHATTAN EMPIRE STATE OF MEAT THE MANHATTAN DELICATESSEN FEEDING MANHATTAN [RE]STRUCTURE CLOSING THE FOOD GAP AN AVOIDABLE FUTURE CELLULAR AGRICULTURE CELLULAR ANATOMY
23
EMPIRE STATE OF MEAT THE MEATROPOLIS
The USA has one of the largest meat consumption rates per capita in the world; more than double the golbal average, twenty times India’s and almost twice China’s. The image above shows the annual meat consumption of Manhattan Island’s 1.6 million innhabitants, arranged to form the Empire State Building.
24
BR-101 Rye Bread
20-35mm (Typ.)
BR-101 Crust (5mm +/-2mm)
MT-101 Pastrami
20-35mm (Typ.)
100-150mm (Typ.)
5-15mm slices (< 100mm Total Typ.)
CO-101 Mustard Sauce - Applied to Bread
BR-101 Rye Bread
PASTRAMI ON RYE - SECTION 1:1
GENERAL INFORMATION: Origin: Manufacturers: Requirements:
BREAD: BR-101 Rye Bread Product: Supplier:
MEAT: MT-101 Pastrami
Sussmann Volk, Manhattan Jewish Quarter, 1888 Katz’s Delicatessen, Carniegie Deli and Kosher
American Yellow Mustard Katz’s Delicatessen, or other acceptable Kosher baker
Application: Serving:
Thick layers between bread Remove sruface membrane and slice thinly, against the grain of the meat. Typically served warm.
Cut: Curing: Marinate: Smoking: Cooking: Steaming:
Beef Briskett, navel end Salt cure for 2-4 weeks Spice rub - to include; Onion, Garlic, Pepper and Coriander 2-3 days hickory smoke Boil to a constant internal temperature of 75oC 15-30 mins
CONDIMENTS: CO-101 Mustard Sauce Application: Product:
Generous layer spread directly to upper leaf of bread. American Yellow Mustard
CO-110 Sauerkraut (optional) Application:
Layered below meat
CO-115 Emmental Cheese (optional) Application:
Layered above meat
SPECIFICATION
LOCATION:
PROJECT: DRAWING TITLE: SCALE @ A2: REVISION: DATE: ISSUED FOR: DRAWN BY: CHECKED BY:
Pioneering Sentiment Pastrami on Rye Section As Indicated A 29.11.17
CHARLIE HARRIS
THE BARTLETT SCHOOL OF ARCHITECTURE Unit 14
22 Gordon Street London WC1H 0QB T: E: W:
+44(0)7904362155 design@charlie-harris.uk www.charlie-harris.uk
Information
RISKS ASSOCIATED WITH THIS DRAWING:
CH
WARNING - EXCESSIVE CONSUMPTION OF FATS AND CARBOHYDRATES MAY HAVE ADVERSE MEDICAL IMPACTS
DK/JK
CONSUMPTION OF RED MEATS MAY NOT BE ADVISABLE IF PREGNANT.
25
CL
CO-120 Grainy Mustard Sauce
25 (T 45m yp m .)
CO-110 Sauerkraut
70-100mm (Typ.)
MT-110 Hot Dog Sausage
mm -80 60 yp.) (T
BR-110 Bun
NEW YORK HOT DOG - SECTION 1:1
GENERAL INFORMATION: Origin: Requirements:
BREAD: BR-110 Bun
Product:
MEAT: MT-110 Hot Dog
Pioneered by Samuel Slotkin (Highgrade Foods) Kosher
White Hot Dog Bun
Application: Serving:
Inside bread roll Served Hot
Cut: Smoking: Casing: Cooking: Frying:
100% Beef Hickory smoke Natural Boil to a constant internal temperature of 75oC Until browned
CONDIMENTS: CO-110 Sauerkraut Application:
Surrounding hot dog
CO-120 Grainy Mustard Sauce Application: Product:
Thick poured on top of hot dog American Yellow Mustard with Grainy Mustard
SPECIFICATION
LOCATION:
PROJECT: DRAWING TITLE: SCALE @ A2: REVISION: DATE: ISSUED FOR: DRAWN BY: CHECKED BY:
26
Pioneering Sentiment New York Hotdog Section As Indicated A 29.11.17
CHARLIE HARRIS
THE BARTLETT SCHOOL OF ARCHITECTURE Unit 14
22 Gordon Street London WC1H 0QB T: E: W:
+44(0)7904362155 design@charlie-harris.uk www.charlie-harris.uk
Information
RISKS ASSOCIATED WITH THIS DRAWING:
CH
WARNING - EXCESSIVE CONSUMPTION OF FATS AND CARBOHYDRATES MAY HAVE ADVERSE MEDICAL IMPACTS
DK/JK
CONSUMPTION OF RED MEATS MAY NOT BE ADVISABLE IF PREGNANT.
THE MANHATTAN DELICATESSEN AN URBAN SOCIAL HUB
‘D EL IK AT ES lly ta SE ke n עַמN’ fro m ֲיִנָד G ם la e
Or igi na
te rm r t an ran a sla nd te d.
SA FE
TY In t de he e l pr icat arly ev es ye De ale se ar s n n awlicat t in , an of t t e th ay fr sse Mani se he J m e n o cit m pr hat itis ewi y. th ov tan m sh e t id w e ro d . The as ub åa les s of afe th pla e res ce to f
E OD een L N was ys from A a n UN tessee awrtantity.
M M delicaa homimpomun CO wishng oef d ane com e hi m th e J et or or Th som nd f ce f as e a pla m g ho etin e m
d an at ral me e nt ce ican mad T ry to er s EA on m Thi uxu M parios pe,hAeaps. ible l r m s . c co Eu ey ce ses he s rt ha By tern rem inac as fo uc ly s m t ea s ex usly the ed es, s ous w i o a i h o v ll is e w rev e to l t a d pr a p ilab ea w h m ne ic a p of wh av ea ent ye’, r’. h c ia is pm n R av Th elo i o e c v m ik de stra n ‘l a ee P ‘ b d ha
LOCATIONS:
Theatre District
Lower East Side
Upper East Side
27
A.Forman Delicatessen Manhattan Lower East Side
Katz’s Delicatessen 2010
Carnegie Delicatessen 2012
Postcard for Lindy’s Deli (now closed) Manhattan Theatre District
Katz’s Deli 1950’s
Carnegie Deli Interior 2010 Images © MCNY
28
Stage Delicatessen and Restaurant (now closed) Manhattan Theatre District
Katz’s Deli 1950’s
Queues outside Carnegie Deli (now closed) 2014
29
MEAT PRODUCTION FEEDING MANHATTAN
US MEAT CONSUMPTION PER CAPITA Chicken
90 80
4% ase per anum
icted pred
incre
70 60
Beef Pork
50
40 30 20 Fish and Seafood 10 00 1960
2017
lbs meat annual consumption per capita Source: USDA
GLOBAL MEAT CONSUMPTION annual consumption per capita Source: OECD
Lamb
Pork
Beef
Poultry
97.1kg
USA
per capita per annum
69.2kg
EU
per capita per annum
M
4.5kg
41.9kg
per capita per annum
30
222 572,000
Pigs
dresse
3.2
Manhattans’ Rearing Space
0.7
137,370
tonnes of feed
120
Days to maturity
C
per capita per annum
Manhattans’ Growing Space
Dressed Weight : Mass of Feed
67 0 ,69 kg 4m 3
Co n 37 sum ,19 pt 4,5 io n 37 44 k ,19 g 4m 3
per capita per annum
Global Average
1:6 Feed Conversion Ratio
BE EF
Co 63 nsum ,23 p 0 tio 63 ,725 n ,23 kg 0m 3
CH IC Co K 67 nsumEN ,69 p 4,0 tio 3 7 n
PO RK
50kg
China
India
S N’ N TA PTIO T A M NHNSU A M CO T EA
65 kg
dressed weight per animal
11 ols Po ng
39 ols Po ng
ic mp Oly
EFr BEWaatteer
9 ols Po ing
ic mp Oly
mi im Sw
4m
ic mp Oly
mi im Sw
EN ter ICK9W4am3 H ,6 C 67
3w
,69 67
m im Sw
RKer POW4amt 3 ,69 67
N IO ILL
Ms 34icken
Ch
Manhattans’ Growing Space
2.8
730,800
tonnes of maize feed
142,000
Head of cattle
1:6 Feed Conversion Ratio
Dressed Weight : Mass of Feed
1080
Days to maturity
9.7
ed weight per animal
Manhattans’ Rearing Space
2 kg
R TE WA
CT PA M I
31
[RE]STRUCTURE
TOWARDS A SUSTAINABLE FUTURE? PROJECTION
(UN Medium Fertility Variant)
2.1%
11.2 Billion 10.8 Billion 10.2 Billion
2.0%
9.6 Billion 1.8%
1.6% 7.4 Billion 1.4%
1.2%
1.0% 4.4 Billion 0.8%
3.0 Billion 0.6%
1.7 Billion
0.4% 0.9 Billion 0.2%
0.0% 1750
1800
1850
First Industrial Revolution ‘The Age of The Factory’
1900
1950
Second Industrial Revolution
2000
2050
2100
Third Industrial Revolution
‘The Age of Mass Production’
‘The Digital Revolution’
Fourth Industrial Revolution... ‘The Age of Integration’
Mean Population Growth Total Global Population Based on UN and HYDE population growth projections, interpreted from data from ‘OurWorldinData.org
7.4 Billion 2006
THE FOOD GAP Global Food Production (2006)
69%
9.6 Billion 2050
THE FOOD GAP
required increase in food calories to feed 9.6B
1 BN STARVING
9.6 BN
1BN OBESE Global Population by 2050
32
AGRICULTURAL IMPACTS 24%
Greenhouse Gas Emissions
37% Earth’s Landmass (Ex-Antarctica)
28% of global population directly or indirectly employed by agriculture
62% by 2050, at current uasge 70% Water Withdrawal 118% by 2050, at current uasge Agriculture’s share of global environmental impact (2010). Data taken from WorldResourcesInstutute.org
GREENHOUSE GAS EMISSIONS Beef Cattle Milk Small Ruminant Meat Small Ruminant Milk Pork Chicken Meat
90%
of production
Chicken Eggs 0
100
200
300
400
500 50%
Kg of CO2e per kg of protein
of production
Data taken from WorldResourcesInstutute.org
THE BIOFUELS NEXUS
The ‘Renewable Energy Directive’ mandates that at least 10% of all energy in road transport fuels, be produced from renewable sources by 2020, with the EU following a similr directive. On the back of this, some governments are planning to produce 10% of all transport fuels from biofuels by 2050. This impacts the available land for crop production, as outlined below.
10%
Road Transport Fuels
32%
Global Crop Production
2%
Global Delivered Energy
If implemented... THE FOOD GAP Global Food Production (2006)
100%
required increase in food calories to feed 9.6B
If eliminated... THE FOOD GAP Global Food Production (2006)
55%
required increase in food calories to feed 9.6B
The statistics illustrate that there is potential to substantially reduce available food calories and agricultural land in delivering 10% of road transport fuels from renewable sources. As such, changes from current farming practice are required to increasing the efficiency of biofuel crop production and deliver the required biofuel energy.
33
CLOSING THE FOOD GAP [RESOURCE USAGE?]
RE-DISTRIBUTION
2300 kcal/person/day WHO recommendation
3000 kcal/person/day
WHO recommendation + actual waste
2,831 kcal/person/day 2009
(2009 production evenly distributed)
2,026 kcal/person/day
974 kcal/person/day shortfall
2050
(2009 production evenly distributed)
FOOD WASTAGE 40% wasted
50% edible
Fruit and Vegetables
30% cosmetic
30% wasted
Cereals
20% wasted
Meat and Dairy
35% wasted
Fish
30-50% Wasted
40% Consumer / Retail
45% Preparation
21% Spoilage
21% Thrown away from plate
12% Recycled
REDUCING WASTAGE 50% Food Waste Reclaimed
50% Food Waste
Units - Trillion Callories
9,500
1,400
1,400
THE FOOD GAP Global Food Production (2006)
Reclaimed Waste
49%
required increase in food calories to
ENTOMOPHAGY The viability of insect protein 205g/Kg
Protein
256g/Kg
68g/Kg
Fat
187g/Kg
Insect Protein (Cricket)
34mg/g
Vitamin C
1.8mg/g
1402g/kg
Calories
2776g/kg
8g Food / 1g Weight Gain 2g Food / 1g Weight Gain
34
Food to Weight Gain Ratio
Beef Protein
CLOSING THE FOOD GAP [SUSTAINABLE INTENSIFICATION?]
WORLD FISH PRODUCTION (million metric tons)
Aquaculture
150
Wild Capture 120
90
60
30
0 1960
1950
1970
1980
2010
1990
2010
CEREAL YEILDS (metric tons per hectare)
Developed Countries
5.0
Asia Developing 4.0
Latin America Sub-Saharan Africa
3.0 Future Trend 2.0
Future Potential
1.0
0.0
1950
Sub-Saharan Africa
1985
2011
2050
2050 Calorific Requirement Increase
Current Cereal Yeilds
Developed Countries
2050 Calorific Requirement Increase
Current Cereal Yeilds
CLOSING THE FOOD GAP - A COMBINED APPROACH 7.4 Billion 2006
9.6 Billion 2050
Reducing Waste Use of Degraded Land Land Management Gentic Modification Increasing Yeilds Decreasing Meat Consumption Entomophagy Aquaculture Redistribution Use of Degraded Land Population Control
35
MANHATTAN 2050 AN AVOIDABLE FUTURE
By 2050, the global population is predicted to rise to 9.6bn, with a 60% increase in calorific requirement. As Americaâ&#x20AC;&#x2122;s meat consumption continues to rise steadily Less Economically Developed Countries will move out of poverty and increase their meat intake exponentially. Our present agricultural systems simply cannot accommodate this increase without drastic environmental consequences; water shortages, extreme land use and exhaustion of resources. This images envisages a dystopian Manhattan, it captures the erasure of cultural heritage in a world where food and water are scarce and land prices have skyrocketed.
Of course this isnâ&#x20AC;&#x2122;t the only option - this project sets out to provide a statement about a better way forward; intensifying production, with a more intelligent use of land and resources and an engagement with cultural heritage. Manhattan has a rich heritage of meat and food culture. In siting the project in Manhattan, a major city in one of the largest global consumers of meat, the project aims to stand as a statement of a possible alternative to the current stutus quo of manufacture which has been developing since the mid 20th century. Achieving this will require a careful approach; simultaneously looking forwards to recent advances in technology made possible with the Fourth Industrial Revolution, whilst looking to the past to be deeply rooted in place, context and heritage.
36
CELLULAR AGRICULTURE TECHNOLOGY AND POSSIBILITIES
“Some folks have big plans for your future. They want you - a burger-eatin’, chicken-finger-dippin’ American - to buy their burgers and nuggets grown from stem cells. One day, meat eaters and vegans might even share their hypothetical burger. That burger will be delicious, environmentally friendly, and be indistinguishable from a regular burger. And they assure you the meat will be real meat, not just ground from slaughtered animals.” Ryan F Mandlebaum
A Gr lgin ow ate ht Su Bead bs s tra te
re ltu Cu ue
s Tis
D’ UNAT O R E ‘G M AR UL LD L L FOide form v CE AF pro to SCcture
O BI
R TO C A RE
u str te ina alg
K’ IC T H ‘T EA M
37
ILK
ILK
LL CE
M
M
O BI
G EG
LL CE
G EG
O BI
38
R TO C A RE
OR CT A RE
CELLULAR AGRICULTURE FEEDING MANHATTAN
3.6 m
2.5 m
25,000 litre bioreactor 10,000 peopleâ&#x20AC;&#x2122;s consumption of meat, (continuous supply)
<1%
Starter Culture
rty ibe
L of tue Sta
55%
13,750L Water
ly us uo
n nti ITaSn co
UN att 0 anh 36feed M To
45%
11,250L Growth Serum
TRANSPORTATION
NYC Permitted Tanker Options
10.6 m Max. allowable length
32 Vehicules per day Goods out
15 Vehicules per day Deliveries Recieved
8 Mins.
3,600 Gal.
Unloading time per truck
GMC Tanker
16.7 m Max. allowable length 12 Vehicules per day Goods out
10,000 Gal. GMC Tanker
6 Vehicules per day Deliveries Recieved
20 Mins.
Unloading time per truck
39
MEAT + CULTURE PUBLIC ENGAGEMENT
Exploring the schemes polemic programmatic opportunities for engagement, on a scheme and city-wide scale.
NY Fla C
gs DE hip L stoI re ,
ce le
br at
ing
cu ltu re
T eat EAof m
M s K cut res ICpingtructu H T elo ’ s
v ld Deaffo ‘sc
on
N TImOeat C f U o nd ODctionarou PR du ion
S le proribut AS ca st s Mrge nd di
La te a tan s t pa nha a M
TSd EoNn an M ti OTduc AL pro
O- ale tion BIall-scenta
Sm erim p ex
AN G I
en MA es L is of CE th LL e pr EX oc es TR s A
TE Ex ST p K
wi erim IT th C ne enta HE w lr ing ec NS re ipe die s nt s
CT IO N
Fat Cell
Muscle Cell
15 Vehicules per day Deliveries Recieved
Manufacture (Large-Scale) Display Area / Cellular Extraction Test Kitchens Bio-Alotments Delicatessen
MANHATTAN
40
EAST RIVER
32 Vehicules per day Goods out
SITE SELECTION UNDER THE ELEVATED QUEENSBORO BRIDGE
41
UN-TAPPED POTENTIAL UNDER THE ELEVATED
TYPICAL ELEVATED ROAD
Section
Van Sindern Avenue
Queens
31st Street
Queens
Pitkin Avenue
Queens
Queens Blvd
New Utrecht Avenue
Fulton Street
86th Street
Myrtle Avenue
Queens
Gowanus Expressway
122nd Street
Queens
Stillwell Avenue
Brooklyn
McDonald Avenue
Brooklyn
Manhattan
Roosevelt Avenue
Queens
Brooklyn
Queens
Rockaway Freeway
Queens
Brooklyn
Brooklyn
Palmeto Avenue
Queens
Coney Island Segment
Brooklyn
Broadway
The Bronx
The spaces beneath and around New York Cityâ&#x20AC;&#x2122;s elevated infrastructure offer a variety of spatial conditions which presently are largely un-used. The map opposite shows the distribution of these elevated structures throughout the city, illustrating the large scope of these spaces, whilst the accompanying sections illustrate the sheer variety of structures.
TYPICAL ELEVATED RAILWAY
Section
Air Train
Queens
Staten Island Railway
Staten Island
Metro North Railroad
Manhattan, The Bronx
Long Island Railroad
Brooklyn
Amtrak
Manhattan
42
Long Island Railroad
Queens
Amtrak
The Bronx
Amtrak
Brooklyn
Broadway
Brooklyn
43
SITE SELECTION QUEENSBORO BRIDGE
44
45
UN-TAPPED POTENTIAL QUEENSBORO BRIDGE
2
1
2
3
4
3
6
4
5
4
POTENTIAL SITES OF INTENSIFICATION: 1 - Underside of Queensboro Bridge 2 - Waterfront Zone 3 - Spaces under bridge 4 - Un-built Perimeter or Ramp 5 - Bridgemarket - Former market, now dis-used retail 6 - Low-rise mid-twentieth century buildings.
46
SITE SELECTION QUEENSBORO BRIDGE
PIER ELEVATION
VEHICULAR DECK SECTION
47
QUEENSBORO BRIDGE MANHATTAN APPROACH
VEHICLE DECK
Four general use and HGV Lanes on top of deck.
SUPERSTRUCTURE
Lattice truss and fabricated columnsteel structure, carrying vehicule deck above.
SUBSTRUCTURE
Part-vaulted masonry ramp, carrying six lanes of general use and HGV traffic.
SUBSTRUCTURE
Rafael Guastino designed tiled vault.
48
49
50
DESIGN SPATIAL ARRANGEMENT 3D PROGRAMME STUDIES INFRASTRUCTURE MASSING STUDIES SPATIAL DIAGRAMS SPATIAL HIERARCHIES CONCEPT SECTION SPATIOTEMPORAL STUDIES TESTING FORM
51
DESIGN EVOLUTION
52
DESIGN EVOLUTION
53
DESIGN EVOLUTION
54
DESIGN EVOLUTION
55
DESIGN EVOLUTION
56
DESIGN EVOLUTION
57
DESIGN EVOLUTION SPAN DEVELOPMENT
58
STRUCTURAL SYSTEMS
BIOMIMETIC DESIGN DEVELOPMENT
59
STRUCTURAL SYSTEMS STRUCTURAL LOGIC
DEVELOPING STRUCTURE
Beam Column
Primary structure and corresponding load paths all develop from a central structural 'spine'. At times of highest load, this becomes a solid box girder, with the flanges opening up during the East River, as loads reduce.
Structural Wall [Integral to Box Girder] Shear Wall Structs / Span Landing Line of Enclosure 01 02 03 04 05 06
8.1m ctrs. typ, to match existing bridge Back span equal to main span centre, to balance moments. Girder develops into central spine Thickening locally at highest load Central shear core Box re-forms at point of connection to Bridgemarket
06
1 2 3
THE SPINE LOGIC
Structural Deck [Integral to Box Girder]
3 [plan]
LANDING: Develops into struts SPAN: Box webs fall away as forces reduce GROUND: Box roof develops into central shear wall when it is no longer working as part of the span. Box webs develop to become struts.
3 2
2
1
1
05 04
03
03
PRIMARY STRUCTURE PLAN 1:1500
160M
160M *02
01
PRIMARY STRUCTURE ELEVATION 1:1500
STRUCTURAL SCHEMATICS:
Primary Load Distribution Downstand Bracing / Bulkheads Central Shear Wall
PLAN LAYOUTS [NTS]
INTERNAL SHEAR WALLS
Load carried centrally - large openings + thinner facade. Downstand bracing restrains facade
GIRDER EDGE BEAMS LOAD DISTRIBUTION
Load carried at perimeter - few openings / opaque facade
20m
Typ. ctrs
STRUCTURAL SYSTEMS
60
STRUCTURAL SYSTEMS PRINCIPLES AND OVERVIEW STRUCTURAL OVERVIEW ANTICIPATED FORCES Bending Moment EQ
Deflection
65M
Shear
EQ
280M
[Span]
160M
[Main Span]
[Cantilever]
Very High Shear Very High Compression Very High Tension
Anchorage Bearing
Bearing
STRUCTURAL SYSTEMS SELECTION: CONCRETE BOX GIRDER
Cantilever
Cantilever
[to provide reaction force]
[to provide reaction force]
Upper Flange in Compression Lower Flange in Tension Vertical Load Transferred to Pillars
ADVANTAGES: -
Suitable for offsite manufacture in sections Long span achievable, with small Span: Depth ratios (up to 1:45) Penetrations can be made more easily than steel box girders Extremely high resistance to torsion
CASE STUDY: RIO-NITEROI BRIDGE
DETAIL STUDY:
CONCRETE GIRDER WEB CONNECTION
300M SPAN STEEL BOX GIRDER
1
Cantilever
300M
[to provide reaction force]
2
Cantilever
[to provide reaction force]
3 4
1 - Pre-stressed reinforcement to upper flange 2- Cast-in connections - reduces disruption to reinforcement 3 - Conduit for post-tensioned tendons (filled with grout) 4 - Chamfered haunch for de-moulding / Vierendeel connection
Deck Bracing Box Girder
7.5-12.5M
7M
6.5M
7M
26M
A series of biomimetic investigations lead to developing the typical ‘box girder’ system to brace the façades and transfer load to a central shear wall, using a series of optimised downstand beams / bulkheads. This system allows large openings to be made to the facade where required.
TYPICAL BOX GIRDER
Load transferred through outer shell - structurally onerous to make large openings.
GIRDER + CENTRAL SHEAR WALLS
Most load transferred to shear wall Vierendeel facade allows large openings - restrained to central shear wall.
61
RO OF I
NF
IL
M AN UF AC T
UR IN G
TO P
FL
AN GE +
SH E
AR
CO RE
EX
TE RN AL
LO W ER
W AL LS
+B RA CI NG
FL
AN GE
+L
AN DI NG
PR IM AR Y
ST RU TS
ST RU CT
UR E
AX ON OM
ET
RIC
62 SCHEME AXONOMETRIC
SCHEME AXONOMETRIC
63
SUPERSTRUCTURE - SYSTEMS
1
GIRDER SPAN: DERIVING DESIGN LOGIC
Standard box girder - no openings.
CENTRE SPAN
[Standard options for openings]
GIRDER SPAN:
DERIVING DESIGN LOGIC
2
Truss - competes visually with bridge above
3
Vierendeel Truss - Feedback from the structural engineer highlighted that a vierendeel system would be impractical for the very alrge span without smaller than acceptable horizontal centres of members
In order to make the box-girder span element habitable and maximise East River views, it is necessary to introduce openings to the shell. Moment diagrams reveal that this is best introduced closest to the middle of the span, where forces are lowest in magnitude. The diagram opposite describes the logic of the design proposal, derived from the principles of standard systems.
CLOSED GIRDER
1
[introducing a non-standard system] Adjacent Shear Walls [Vierendeel Logic] - Feedback from the structural engineer highlighted that this system would not be sufficient in smals this great.
5
Inclined Shear Walls - Preferable aesthetic and greater moment resistance
TRUSS GIRDER
2
VIERENDEEL TRUSS GIRDER
[optimising and intoducing project systems logic] 6
Shear wall sizes varied in response to load conditions and restained to central downstand ‘spine’.
STANDARD TRUSSES
4
3
ADJACENT SHEAR WALLS
INCLINED SHEAR WALLS
CENTRE SPAN STRUCTURE PLAN
NON-STANDARD TRUSSES
4
As a 'nod' to Queensboro Bridge, the two centre connecting shear walls splay to meet each other.
5
1:500 [PARTIAL]
Wide in elevation - greater moment resistance
Structure Handed
Slender Leading edge
Restrained to central downstand ‘spine’ Girder edge raking in elevation restrained to down-stand until full-height
6
Views permitted
DESIGN INTENT [PLAN]
SUPERSTRUCTURE - SYSTEMS
The design intent of the span rstructure involves only visually interfacing with Queensboro Bridge at its landing points.
LANDINGS AND INTERFACES WITH QUEENSBORO BRIDGE
BRIDGE LANDING
STRUCTURAL OVERVIEW
Lack of control over the existing structure and lack of certainty of its capacity means no load is to be transferred to the superstructure or masonry substructure / foundations. Central Core
Main
span
This lead to the design of a strut system attaching to a ground-level ring beam surrounding the existing masonry arches. An elegant and efficient design was required in response to the existing stucture, the logic for which is outlined below.
External Shear wall
BRIDGE LANDING DERIVED FORM
BRIDGE LANDING ISO
P
Shell thickening at point of highest load
P
CONNECTION TO LINK AREA Loading
Positive Moment
BRIDGE LANDING PLAN H
1:1000 Negative Moment
H
H H
Superimposed
Landing Geometry
BRIDGE LANDING ELEVATION NTS
64
RECTION FORCES DIAGRAM 1:1000
Struts splayed in plan for stability
SUPERSTRUCTURE - SYSTEMS
BRANCHING BEAMS
GROUND BEARING REACTOR HALL
BAY STUDY
The ground bearing structure houses the heaviest part of the scheme - the Reactor Hall. Following the structural logic of the elevated programme, the spanning box girder develops into a central shear core, with a system of beams and shear walls branching off it.
4 1 2
3
Connection to existing market - load bearing transfer frame to retain existing masonry
BRANCHING BEAM ELEVATION
Final anchorage - tension tendons transfer forces from the bridge span to the shear wall
1 - Central 'spine' shear core. 2 - Reinforced concrete beam. 3 - Exterior shear wall - connection to basement 4 - Internal beam system
1 Cantilevered leading edge
2 4
Horizontal restraint with internal beams
3
20m Typ.
Link area - connection to main span.
20m Typ.
BRANCHING - A TRUSSED FRAME:
Un-braced: Frame does not resist moment and is susceptible to deflection.
Branching: Forms bracing / truss system.
SUPERSTRUCTURE - MANUFACTURE
COMPONENT / IN SITU CONSTRUCTION COMBINATIONS Structural reinforced concrete typically takes the form of either pre-cast or in-situ cast systems and combinations of the two. The diagrams on this page explore the options for where precast / insitu concrete systems may be used.
PRECAST CONCRETE
INSITU CONCRETE
Fewer limitations to panel size - transportation to site is not required.
Limitations to panel size
Monolithic product: NOTE: shows pour and mould marks et cetera.
On-site jointing required
Less control over surface finish and tolerance High level of control over finish
5m
5m
AN IN SITU CORE: It is proposed that external shear walls and service core are constructed in situ for a homogenous surface finish. These elements are fairly straightforward shapes and should be achievable on site. AN ACHIEVABLE FINISH: To achieve a consistent surface finish, a process that can be achieved on and off site to the same standard is essential.
Precast Concrete In-Situ Concrete
65
MANUFACTURE AREA DETAIL STUDY
Cut-back iso looking at the manufacture 'Serum Hall' from the previous page. 01 Shear Wall Service Core - see previous 02 Cavity drain+ Insulation to basement 03 Louvred roof infil system - see next page 04 Suspended Access Gantry - see net section 05 Stair to manufacture 07 Louvred roof infil system - see next section
05 03
04
05
02
01
ENVELOPE + SECONDARY STRUCTURE LOGIC AND PERFORMANCE OBJECTIVES
Facade logic is driven by the arrangement of primary structure.
01
At points of highest loading in the main span, the primary structure forms a solid enclosure, with no penetrations
04
08
As the moment reduces, the box girder develops into a central ‘spine’ in the elevated section. A frameless glass screen in inserted between structural shear walls for maximum translucency. Where the box girder develops into a central ‘spine’ in the ground bearing part of the building, the deck is no-longer required, so a logic of secondary infils is introduced. 01 Annodised aluminium rainscreen 02 Ventilated cavity + insulation 03 Annodised Aluminum soffit board 04 Connection to primary structure 05 Secondary structure 06 Exterior Glazing 07 Annodised aluminium cover 08 Slim sight-line edge profile 09 Internal Glazed screen 10 Primary bracing
02
09
03 10 04
08
03
06
1:25 Perimeter Detail
66
SYSTEMS + DISTRIBUTION SCHEMATIC + DETAIL STUDY
Connection to mains via access core
an] l sp
ed ilat ent yV rall
a ntr Ce
tu [Na
BIO SERUM:
Held + sterilised in Reactor Hall building. Dispatch to Bio reactors, Allotments and Deli
BIO ETHANOL:
Blast-proof secure storage in basement. Used in CHP system in Reactor Hall + Deli Plant Room
POWER:
2 / 3 Phase ring mains from Reactor Hall CHP and Deli CHP systems.
DOMESTIC HOT / COLD WATER:
Supplied cores at Deli and Reactor Hall, up to mid span.
NON-POTABLE WATER:
Waste Heat recovery from CHP systems, used in space heating + heating reactors
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DRAINAGE: Bio Serum
All waste water to be collected on site and transferred back to outfalls on Manhattan + Roosevelt Island
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Bio Ethanol Power
Protected, separated distribution for power + fuel
Domestic Hot / Cold Water
Public health, serum + mechanical distribution
Non-Potable Hot Water
DISTRIBUTION: MAXIMISING SPACE EFFICIENCY
Sterile Water Drainage
In order to reduce space used in storing raw materials, a ‘JUST-IN-TIME’ continuously fed / dispatched system is proposed. To facilitate this, a containerised distribution along the shear spine is proposed, connecting Queensboro Bridge to the Reactor Hall.
Mechanical Ventilation Vertical Access Core
DISTRIBUTION
Continuous incoming deliveries
LOWER GROUND 1:500 Incoming Vehicles [Over Land]
Outgoing Vehicles [Over Land]
Continuous feed to reactors
Continuous dispatches
G LOADIN
INCOMING SERVICES: STERILISATION PROCESS
BAY
Water / Serum HOLDING TANKS - water to be delivered at night at time of low demand on
6
10
1
grid STERILISATION - small batch, continuous feed
5 8
1
7
DISTRIBUTION to reactors
9
2
DELIVERY / DISPATCH: VERTICAL TRANSPORT
4 3
OUTGOING MEAT
INCOMING DELIVERIES
Serum Holding Tanks Water Holding Tanks Bioreactors Meat Holding Tanks [pre-dispatch]
1
Container lifts
6
Vertical transport to internal gantries / rooftop
2
Serum holding + Sterilisation tanks
7
Main Reactors
3
CHP + plant room
8
Platform lift - link area manufacture
4
Starter Reactors
9
Link Area Plant
5
Air handling + vertical distribution - shear core ‘spine’
10 Dispatch Tanks
Pa
ck
ag
ing
/D
isp
at
ch
Market Outgoing
Ar
ea
Goods / Passenger Lifts
67
DETAIL STUDY: REACTOR HALL
Large-scale cellular meat manufacture - publicly open.
SYSTEMS + DISTRIBUTION
CONTROLS - MANUFACTURE:
SERVICING STRATEGIES
CONTROLS - PUBLIC:
Thermal - highly controlled
Thermal - Occupant Comfort
Light -Varied Level of Control
Light -Occupant Comfort
Pathogens - highly controlled
Pathogens - highly controlled
Air - highly controlled
N/A Air - fresh air supply
Enclosed, environmentally controlled Enclosed, unheated Open, covered Incoming / Outgoing Services
Water
Telecoms
Fuel
Serum
Water
Telecoms
1:1500
BRIDGEMARKET [OPEN]: Open market
BIODELI:
CONTROLS:
Delicatessen with on-site meat production, processing and restaurant..
Weather protection only BRIDGEMARKET [ENCLOSED]:
Laboratories and cellular extraction.
CONTROLS:
SPAN STRUCTURE
Thermal - highly controlled
Open, covered bridge with enclosed, unheated pods [used as food stalls and bio-alotments].
CONTROLS:
Thermal - highly controlled
Light - Occupant Comfort
CONTROLS:
Enclosure - robust weather-tight enclosure to pods Pathogens - highly controlled
Light - highly controlled
Light - occupant comfort Air - highly controlled
Pathogens - highly controlled Air - highly controlled
ENVIRONMENTAL PRINCIPLES:
The manufacture areas require very tightly controlled environmental conditions, with very high heating and cooling loads at different times. Stringent requirements for environmental control mean that a non-passive heating, cooling and ventilation strategy had to be adopted for the manufacture areas. The diagram below illustrates the strategies for efficient distribution of heat to reduce energy losses
ROOF INFIL SYSTEM:
07
MANUFACTURE Temp. Constant
PUBLIC / BUFFER
OUTDOORS Temp. Range
Solar Control Lighting Ventilation Distribution
04 05
Thermal de-coupling Positive Ventilation Pressure
Adventitious Ventilation
[SEE SECTION 03.4]
Pathogens 02
Pollutants
03
Excess heat
Air Handling Unit: Filtration + Heat Exchange
06
06
SUPPLY AIR
Sterile Incoming Separation >20m Soiled Outgoing EXTRACT 01
THERMAL / AIR TIGHTNESS LINE
ZONING
BIOREACTORS: Heat Source + Servicing Requirement
Steam
Air
01
Service core - ventilation + service distribution + vertical transport
02
Perimeter glazed faรงade - thermal envelope line
03
Internal glazed faรงade - Separation of zones for pathogen control
04 Translucent louvred roof [SEE SECTION 03.4]
06
Constant, high flow supply of fresh air through roof system. Internal public circulation route
07
Air supply duct from core extension
05
Solar Gains
Heated / Controlled Buffer
68
Heat
Heat
Ventilation Distribution Facade Line Pathogen Barrier
69
PERSPECTIVE SECTION - REACTOR HALL DWG:
70
DS-ZB-002
71
PERSPECTIVE SECTION - BIO-ALOTMENTS DWG:
72
DS-ZC-002
73
SUTTON STREET PERSPECTIVE
View of link area crossing sutton street. The scheme forms a new point of interest along the linear street.
74
75
INTERIOR VIEW - LINK AREA OBSERVATION GALLERY
The smaller link area houses a series of meat printing tanks, which are fully glazed and surrounded by public viewing areas.
76
77
INTERIOR VIEW - REACTOR HALL
78
79
ROOSEVELT DELIKATESSEN םיִנָדֲעַמ טלווזור
80
81
INTERIOR VIEW - MID SPAN + ALOTMENTS
82
83
SPAN SECTION - VIEW FROM ROOSEVELT ISLAND
84
85
W y
QUEENSBORO CULTURE
86
BIO-ALOTMENTS A
did t a h W ay? you s
Oh I wa s just plan nin our futu g re...
AVAILABLE
87
2050
AN AVOIDABLE FUTURE...
QUEENSBORO ACT NOW, EAT BIO MEAT CULTURE
88
W H O L E S A L E S E R U M
WHAT COULD YOU MAKE? QUEENSBORO CULTURE
89
B.02 A.03
A.02
B.05
B.03
C.01
B.01 A.01
GS B.04
DS-ZB-002
GS-ZB-001
EAST RIVER [WEST CHANNEL]
GENERAL ARRANGEMENT SCALE: 1:1000 DWG: GA-XX-001
10M
90
50M
E.04 C.02
E.02
E.01
D.01
E.03
S-ZC-001
GE-SO-001
EAST RIVER [EAST CHANNEL]
AREA SCHEDULE ZONE A
[EXISTING ‘BRIDGEMARKET’] A.01 A.02 A.03
Public market Starter laboratories Theatre - cell extraction
ZONE B
[REACTOR HALL] B.01 B.02 B.03 B.04 B.05
Reactor hall - full height Public walkway Meat printing Terraced public realm Shear core
ZONE C+D
ZONE E
B.01 B.02 C.02
E.01 E.02 E.03 E.04
[BIO-ALOTMENTS] Zone B alotments Public terrace Zone C alotments
[REACTOR HALL] Deli alotments Deli test kitchens Deli restaurant M.E.P
91
SCALE: 1:1000 DWG: GE-SO-001
10M
92
50M
FACADE CONDITIONS
LOGIC OF SYSTEMS
GENERAL ELEVATION
SOLID CLOSED STRUCTU
SECTION
- Structral concrete walls - Ribs / structure expose
URE
s fully visible ed
CENTRAL SHEAR WALL - SPAN STRUCTURE
CENTRAL SHEAR WALL - GROUND BEARING STRUCTURE
Facade logic is driven by the arrangement of primary structure. At points of highest loading in the main span, the primary structure forms a solid enclosure, with no penetrations
Slender edge profile distinct from primary structure ELEVATION
SECTION - Ribs / structure exposed - Frameless glazed infil
ELEVATION
SECTION
ELEVATION
- Frameless glazed infil -Secondary structure edge infil with slim profile
As the moment reduces, the box girder develops into a central ‘spine’ in the elevated section. A frameless glass screen in inserted between structural shear walls for maximum translucency. Where the box girder develops into a central ‘spine’ in the ground bearing part of the building, the deck is no-longer required, so a logic of secondary infils is introduced.
93
+ 12.00
+ 6.00
+/- 0.00
- 6.00
GENERAL SECTION REACTOR HALL SCALE: 1:200 DWG: GS-ZB-001
94
95
All work produced by Unit 14 Unit book design by Maggie Lan www.bartlett.ucl.ac.uk/architecture Copyright 2018 The Bartlett School of Architecture, UCL All rights reserved. No part of this publication may be reproduced or transmited in any form or by any means, electronic or mechanical, including photocopy, recording or any information storage and retreival system without permission in writing from the publisher.
96
UNIT @unit14_ucl
97
P I O N E E R I N G S E N T I M E N T
2018
At the centre of Unit 14’s academic exploration lies Buckminster Fuller’s ideal of the ‘The Comprehensive Designer’, a master-builder that follows Renaissance principles and a holistic approach. Fuller referred to this ideal of the designer as somebody who is capable of comprehending the ‘integrateable significance’ of specialised findings and is able to realise and coordinate the commonwealth potentials of these discoveries while not disappearing into a career of expertise. Like Fuller, we are opportunists in search of new ideas and their benefits via architectural synthesis. As such Unit 14 is a test bed for exploration and innovation, examining the role of the architect in an environment of continuous change. We are in search of the new, leveraging technologies, workflows and modes of production seen in disciplines outside our own. We test ideas systematically by means of digital as well as physical drawings, models and prototypes. Our work evolves around technological speculation with a research-driven core, generating momentum through astute synthesis. Our propositions are ultimately made through the design of buildings and through the in-depth consideration of structural formation and tectonic constituents. This, coupled with a strong research ethos, generates new and unprecedented, viable and spectacular proposals. They are beautiful because of their intelligence - extraordinary findings and the artful integration of those into architecture. This year’s UNIT 14 focus shifts onto examining moments of pioneering sentiment. We find out about how human endeavor, deep desire and visionary thought interrelate and advance cultural as well as technological means while driving civilisation as highly developed organisation. Supported by competent research we search for the depicted pioneering sentiment and amplify found nuclei into imaginative tales with architectural visions fuelled by speculation. The underlying principle and observation of our investigations is that futurist speculation inspires and ultimately brings about significant change. A prominent thinker is the Californian Syd Mead who envisages and has scripted a holistic vision of the future with his designs and paintings. As universal as our commitment and thoughts is our testbed and territory for our investigations and proposals. Possible sites are as such global or specific to our visits, as much as the individual investigations suggest and opportunities arrive. Unit 14 is supported by a working relationship with innovators across design. We engage specialists, but remain generalists, synthesising knowledge towards novel ways of thinking, making and communicating architecture.
UNIT 14 @unit14_ucl
All work produced by Unit 14 Unit book design by Maggie Lan www.bartlett.ucl.ac.uk/architecture Copyright 2018 The Bartlett School of Architecture, UCL All rights reserved. No part of this publication may be reproduced or transmited in any form or by any means, electronic or mechanical, including photocopy, recording or any information storage and retreival system without permission in writing from the publisher.