Michael Forward_Y4 |Unit 14 | Bartlett School of Architecture

-

MICHAEL FORWARDÂ YEAR 4

UNIT

Y4 MF

THE ARCTIC TAP

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All work produced by Unit 14 Cover design by Charlie Harris www.bartlett.ucl.ac.uk/architecture Copyright 2019 The Bartlett School of Architecture, UCL All rights reserved.

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@unit14_ucl

MICHAEL FORWARD YEAR 4 Y5 MF

michaelforward@hotmail.co.uk @unit14_ucl

T H E A R CT I C TA P Tromsø, Norway

Situated in Tromsø, Norway, ‘The Arctic Tap,’ responds to the current cultural, climatic and economic position of Tromsø. The island serves as a cultural and economic hub of Norway’s’ Arctic region and the opening of 93 Oil and Gas elds for exploration o the coast has driven speculation of Tromsø becoming the new oil capital of Norway; replacing Stavanger in the South West of Norway.

Tromsø’s core population of 70,000 doubles most months due to tourism, economic migration, educational migration and its key position as a festival destination within the Arctic. The harsh terrain of Norway has caused Tromsø to be poorly connected by road and rail. To reduce the detremental e ects of a population boom, the program integrates a Euroloop terminal, allowing high speed connections to Stavanger and other key cities within Europe. The topographical limitations have resulted in Norway not experiencing a key element of railway infrastructure seen within Europe, the railway pub. The Arctic Tap is partnered with Mack, the worlds northernmost brewery; located half a kilometre from the site and the building proposal serves as a hybrid of high speed infrastructure and a modern take on the traditional railway pub, acting as the gateway to the Arctic and a meeting point for cultural groups to intersect.

Initial research into Norwegian Stave Churches uncovered their ability to withstand the testament of time and be protected from the Nordic elements.

The study of historic dowel connections is paired with contemporary research into frictional timber welding enabling the fusion of lignin and the molecular bonding of two pieces of timber into one. This research prompted the development of a system which uses frictionally welded dowel laminated timber in both cross and linear lamella

directions to harness the optimum properties of both directions; whilst eliminating the necessity for resins and glues within the manufacture process.

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The form of the building responds to the topographical opportunities of the site, creating architectural spaces, which respond to the environmental extremities of the site, notably the wind, thermal variances and extreme solar conditions. The general arrangement follows traditional pub and railway pub typologies, allowing for an optimal level of stimuli and privacy between ticket hall, pub, platform and external environment. The structural composition explores the hetrogenous relationship of linear and cross lamella frictionally dowel laminated timber. The integration of modern interpretations of Nordic vernacular elements facilitated the integration of overhangs, preventing snow melt and icicle formation and the elevation of the structure from the rock, allowing a non intrusive relationship between topography and building which facilitates snow build up in colder months allowing for additional insulation to be added, harnessing the insulation properties of snow. The facade lines resonate public infrastructrure, whilst carefully controlling conditions within the Arctic Tap and the pine tar coated roof eliminates the necessity for a contemporary waterproof membrane with an entirely sealed external skin proven to perform in such harsh environments.

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GA PLAN L00 01

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GA PLAN L-02 06

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01 TICKET HALL

04 PRIMARY CIRCULATION

02 ARCTIC TAP BAR

05 EUROLOOP PLATFORM

03 WAITING ROOM/PUB SEATING

06 EUROLOOP TUNNEL

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1.

INITIAL RESEARCH

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STAPLE INN- HOLBORN

TRUSS WALL PLATE QUATREFOIL TIMBERS BRACE HERRING BONE BRACING BRACE END FRAME

JETTY SPUR INFILL JETTY JETTY BRACKET STUD CILL-BEAM OR PLATE POST

BAY OF WALL FRAME

RIDGE BEAM

STAPLE INN ENTRANCE

COMMON RAFTERS

PURL WALL PLATE

TIE BEAM CRUCK BLADES CILL-BEAM OR PLATE BRICK INFILL PANELS

RIVER THAMES

NA VE

ARCADE POST

AR CA DE NA VE

WATTLE AND DAUB TIMBER FRAME TYPOLOGIES

TIMBER FRAMED LONDON A CHANGED CITY; LONDON 1666.

CONSTRUCTION METHODS OF TIMBER FRAMED BUILDINGS IN A WOODEN LONDON BEFORE THE GREAT FIRE OF LONDON.

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CITY WALL EXTENTS OF FIRE ROADS STAPLE INN SURVIVING BUILDINGS THE GREAT FIRE OF LONDON, 1666

BRITISH TIMBER FRAME JOINTS

JAPANESE FRAME JOINTS

TIMBER FRAME CONNECTIONS COMPARATIVE STUDY OF TIMBER FRAME JOINTS IN BOTH BRITISH CONSTRUCTION AND JAPANESE CONSTRUCTION. ALL DISPLAYED JOINTS ENSURE CONNECTION STRENGTH WITHOUT THE USE OF METAL ELEMENTS.

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SPIRE

CENTRAL TOWER- DRAGON HEADS CLEANSE THE EVIL SPIRITS OF PAGAN WORSHIP

MAIN ROOF COVERED IN PINE SHINGLES

CIRCULAR WINDOWS REGULATE LIGHT

12 STAVES IN CENTRAL NAVE TO SUPPORT ROOF

CROSSES OF ST ANDREW ALTARPIECE LOCATION ASPE TOWER CROSS

EXTERNAL GALLERY ENTRANCE

WEST DOOR

TREE SELECTION

ASSEMBLY OF PIECES ON GROUND

ASSEMBLY OF PIECES ON GROUND

ASSEMBLY OF PIECES ON GROUND

28 REMAINING STAVE CHURCHES

TREE STRIPPED OF BRANCHES AND BARK; TREE ‘BLEEDS’ PINE RESIN STRENGTHENING IT

STAVES LINKED TOGETHER BY FOUNDATION BEAM

STAVS LIFTED UP TO PRODUCE A CENTRAL STANDING CUBE

BASE SILLS ELEVATED ON STONE PLINTHS; PREVENTING WATER DAMAGE TO WOOD

BORGUND STAVE CHURCH

BORGUND STAVE CHURCH 1180/1250 AD EARLY CHURCH IN NORWAY BUILT USING VIKING METHODS INITIALLY DISPLAYED IN SHIP BUILDING. THE CHURCHES ARE VERY ORNATE IN ACCORDANCE WITH THE PAGAN RELIGIOUS VIEWS AND THE INITIAL FRAME IS BUILT FROM A NUMBER OF COMPONENTS. THE CHURCHES SERVED AS A CULTURAL OUTPOST IN RURAL NORWAY, A PLACE FOR THE COMMUNITY TO CONGREGATE.

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BORGUND GEOMETRIC STUDY

GOL

HEDDAL

URNES

BORGUND ANGULAR COMPOSITION

GOL

HEDDAL

URNES

BORGUND

GOL

HEDDAL

URNES

DRAGON HEADS

CARVED DRAGON HEADS- TECTONIC COMPOSITION USING DOWEL CONNECTIONS

STAVE CHURCH COMPOSITIONS GEOMETRIC ANALYSIS OF STAVE CHURCHES TO DISPLAY THE REPETITION BETWEEN LOCATIONS BOTH GEOMETRICALLY AND PROPORTIONALLY.. DETAILED STUDY OF THE CARVED DRAGONS HEADS TO WARN OFF EVIL; GENERATING A PARTICULAR INTEREST INTO DOWEL CONNECTIONS.

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SILL jOINT- TENON AND MORTISE

SECONDARy SILL ATTACHMENT- 2 PEgS

SECONDARy SILL TO PRIMARy SILL

HALF LAP jOINT- HOLE FOR COLUMN

UNIqUE FLOOR SILL CONNECTION- gOL

FLOOR PLANkS- wOODEN DOwELS

THE PLANk ARCH

THE PLANk ARCH

STAVE wALL- HAND CARVED SHIP LAP

STAVE wALL AND ‘V’ DRAINAgE HOLE

THE CLAMPINg bRACE

THE kNEE bRACE

PINE TAR EXTRACTED FROM CHARCOAL IS USED TO PRESERVE STAVE CHURCHES

STAVE CHURCH CONSTRUCTION METHODS EXPLORATION INTO THE COMPONENTS, CONNECTIONS AND FINISHES OF THE BORGUND STAVE CHURCH. MOST NOTABLY THE USE OF ENTIRE TIMBER JOINTS AND PEGS WITHOUT THE NEED FOR METAL. THIS ALLOWS THE CHURCH TO EXPAND AND CONTRACT IN THE HARSH CLIMATE AND IS CREDIT TO THE AGE OF THE BUILDINGS.

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PANEL MANUFACTURING PROCESS

DOWELLING MANUFACTURING PROCESS

ACOUSTIC SQUARE WITH WOOD FIBRE

FACTORY EDGE

SQUARE EDGE

FLUTED

ACOUSTIC ROUND

SAWTOOTH

CHAMFER

GAPPED

ACOUSTIC SQUARE WITH FELT

KERF

BULLNOSE

GAPPED WITH WOOD FIBRE

SERVICES INTEGRATION

DOWEL LAMINATED TIMBER WITH ACOUSTIC FELT

SERVICES INTEGRATION

CROSS DOWEL LAMINATED TIMBER

AESTHETIC OF DOWEL CONNECTION

HARDWOOD DOWELS WITH LOWER MOISTURE CONTENT SWELL TO SECURE BOARDS TOGETHER

DOWEL LAMINATED TIMBER (DLT) AN ENGINEERED TIMBER THAT USES WOODEN DOWELS TO JOIN LAMINATIONS FOR USE IN STRUCTURAL AND AESTHETIC APPLICATIONS. THE INTEREST IN DLT DERIVED FROM THE USE OF DOWELS AND PEGS IN BOTH TIMBER FRAMED

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2

1 MECHANICAL TIMBER WELDING PROCESS

1 LINEAR TIMBER WELDING 2 ROUND TIMBER WELDING WELDED REGION

BY VIBRATING TWO PLANED SPECIMENS AT A PRE-DETERMINED FREQUENCY, UNDER A SPECIFIC COMPRESSIVE LOAD, FOR A SPECIFIC CYCLE TIME, THE LIGNIN MELTS AND INTERLOCKS ALONG THE JOINT LINE.

LIGNIN IS THE SECOND MOST PREVALENT BIOPOLYMER AFTER CELLULOSE AND IS PARTICULARLY IMPORTANT IN THE FORMATION OF CELL WALLS, ESPECIALLY IN WOOD AND BARK, BECAUSE THEY LEND RIGIDITY AND DO NOT ROT EASILY.

HARDWOOD

SOFTWOOD

LIGNIN

WOOD CELL STRUCTURE

LINEAR JOIN

DENSITY SCANS OF WELDED TIMBER

LEAST DENSE

LINEAR JOIN

FIBRES

INTERLOCKING OF LIGNIN AND FIBRES ON WELDED JOINT

LINEAR JOIN

RADIAL

MOST DENSE

LAMINATED APPEARANCE

FRICTIONAL TIMBER WELDING TIMBER WELDING CAN BE USED INSTEAD OF ADHESIVES IN CONSTRUCTION AND WOOD CRAFT. IT IS A NEW TECHNOLOGY AND THE WIDESPREAD QUESTION OF SCALABILITY IS NOT YET RESOLVED.

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LUMEN

WASTE PRODUCT

LAMINATED APPEARANCE

CROSS LAMINATED TIMBER

CROSS DOWEL LAMINATED TIMBER

NATURAL SOLID TIMBER

DOWEL LAMINATED TIMBER

-ROOF, FLOOR AND WALL PANELS -STRUCTURAL ELEMENTS -HIGH RISE TIMBER BUILDINGS

-ROOF, FLOORS AND WALL PANELS -STRUCTURAL ELEMENTS -HIGH RISE TIMBER BUILDINGS

-BUILDING -STRUCTURAL USES -FORM WORK

-FLOORING AND ROOF APPLICATIONS -PRIMARY COLUMNS -MACHINABLE -PRIMARY BEAMS -INTEGRATED SERVICES -CURVED TIMBER ELEMENTS

GLUE LAMINATED TIMBER

PLYWOOD

LAMINATED VENEER LUMBER

-WALL AND FLOOR CONSTRUCTION -SECONDARY COLUMNS -FURNITURE -SECONDARY BEAMS -CABINETS -EDGE FORMING MATERIAL

PARTICLE BOARD

FIBRE BOARD

-STORAGE UNITS -WORK SURFACES -ALTERNATIVE TO MDF

-DISPLAY CABINETS -WALL PANELS -STORAGE UNITS

DESIRABLE QUALITIES WITHIN CURRENT ENGINEERED TIMBER TO BE ACHIEVED USING FRICTIONAL DOWEL LAMINATED TIMBER SYSTEM.

TIMBER PRODUCTS OF INTEREST LENDING THEMSELVES TO USE OF DOWEL CONNECTIONS

CNC MACHINABLE NO HARMFUL RESINS FIRE COMPLIANT 100% WOOD

FLAT SAWN

RIFT SAWN

QUARTER SAWN

MOST ECONOMICAL, WIDE GRAIN VARIETY VISIBLE. USED FOR BATTENS AND LESS VISIBLE ELEMENTS.

MOST EXPENSIVE, LEAST GRAIN VARIETY. USED FOR INTERNAL LAYERS VISIBLE TO USERS AND INTEGRATED FURNITURE.

BALANCE BETWEEN GRAIN VARIETY AND ECONOMY. USED FOR LINEAR AND CROSS LAMELLA PRIMARY AND SECONDARY STRUCTURE.

RECYCLABLE STRONGER THAN GLUED COMPARATIVE

SHEAR FORCES

SHEAR FORCES

SHEAR FORCES

PERPENDICULAR FORCE TO DOWEL

WOOD SURFACES SEPARATE

WOOD SURFACES COME TOGETHER

45o

1

SHEAR & TENSION AT 45o

120o

90o

2 SHEAR AT 90o

75o

3 SHEAR & COMPRESSION AT 120o

60o

4 SHEAR & TENSION AT 75o

5 SHEAR & TENSION AT 60o

ACTING FORCES WELDED DOWELS BEAM 1

GLUED DOWELS BEAM FORCE (KN)

2 3 4 5

DISPLACEMENT (MM) SHEAR TESTS ON WELDED DOWEL CONNECTIONS

WELDED AND GLUED COMPARATIVE DOWEL CONNECTIONS

SECTION SHOWING DISTORTION OF WOODEN DOWELS UNDER SHEAR

45o

URVE

C NT OF TANGE

45o

EXPERIMENTAL DOWEL LAMINATED TIMBER

EXPERIMENTAL CROSS DOWEL LAMINATED TIMBER

SHEAR FORCES CAUSE LAMELLAS TO COME TOGETHER

FRICTIONAL DOWEL OPPORTUNITY RESEARCH PUBLISHED BY JOURNAL OF ADHESION SCIENCE AND TECHNOLOGY INTO THE CAPABILITIES OF WELDED DOWEL LAMINATED TIMBER AND ITS ADVANTAGES OVER NLT, CLT AND GLULAM. FURTHER SPECULATIVE RESEARCH INTO CURVED DOWEL LAMINATED TIMBER WHERE THE COMPOSITION HAS A LINEAR GRAIN, SIMILAR TO THAT FOUND IN GLULAM.

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WESTERN RED

YELLOW CEDAR

SITKA SPRUCE

POPLAR

BEECH

DOUGLAS FIR

SOFTWOOD LAMELLA TIMBERS MOISTURE CONTENT 12-19%:

HARDWOOD DOWEL TIMBERS MOISTURE CONTENT 5-6%:

38X63MM

19X100 MM

38X89MM

FINGER JOINT ENABLES SPANS GREATER THAN 6M

COMPONENT SIZING AND FIXINGS

CROSS LAMELLA

LINEAR LAMELLA

LINEAR LAMELLA

LINEAR DOWEL INSERTION

STAGGERED DOWEL INSERTION

STAGGERED DOWEL INSERTION

MAXIMUM SPAN: 12M

FRICTIONALLY DOWEL LAMINATING SYSTEMICS SOFTWOOD LAMELLAS AND HARDWOOD DOWELS ALLOW FOR AN EQUILIBRIUM MOISTURE CONTENT CREATING A STRONG BOND. LAMELLA SIZES COMMONLY FOUND IN CLT AND DLT HAVE BEEN SELECTED DUE TO THEIR DEPTH INCREASING ABILITY FOR CURVE FORMATION.

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MAXIMUM SPAN: 17M

MAXIMUM SPAN: 17M

RADIUS 6MM

RADIUS 10MM

MAXIMUM GAP: 3MM

KERF BENT ALTERNATE LAMELLA LAYERS MINIMUM RADIUS: 750MM

2 DIMENSIONS OF WOOD

KERF LOCATIONS ALLOW FOR SECURE, CENTRAL FIXINGS

MINIMUM RADIUS: 3800MM

CUSTOMISED SHAPE BEFORE BENDING

LINEAR LAMELLAS

KERF BENT TO INCREASE RADIUS OPPORTUNISING THE DOUBLE CURVE USING SINGLE CURVATURE

FRICTIONAL DOWEL LAMINATED CURVATURE CURVATURE GENERATED FROM TOPOGRAPHICAL RESPONSE MUST BE ANALYSED AND CATEGORISED AS SINGLE OR DOUBLE, THESE TWO CATEGORISATIONS ALLOW FOR DIFFERENT CONSTRUCTION SYSTEMS AND TECHNIQUES TO BE IMPLEMENTED.

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DOUBLE CURVE OPPORTUNITIES USING DOUBLE CURVED GEOMETRY WITHIN THE CONSTRAINTS OF CONVENTIONAL TIMBER MATERIAL PROPERTIES AS AN OPPORTUNITY TO GENERATE ARCHITECTURAL FEATURES AND CONNECTIONS BETWEEN LEVEL SURFACES.

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2.

SITE AND BRIEF TROMSØ, NORWAY

TROMSØ, CAPITAL OF THE ARCTIC AND GATEWAY TO THE ARCTIC, FEATURING NORWAY’S OLDEST WOODEN CATHEDRAL.

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01 TROMSØ BRIDGE TROMSØ TROMSØ PORT BJERKAKER STORE GRINDOYA HAKOYA

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KVALOYSLETTA TROMSØ AIRPORT KROKEN TOMASJORD TROMSDALEN TROMSØ TUNNEL

TROMSØ REGION PLAN REGIONAL PLAN OF THE ISLAND OF TROMSØ AND ASSOCIATED LAND MASSES. VISIBLY EXPRESSING THE INFRASTRUCTURE AND BUILT DENSITY OF THE REGION.

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INVESTMENTS: 2014-2022

EAST FINNMARK: 17.4 BN NOK WEST FINNMARK: 37.5 BN NOK TROMSØ, TROMS: 72.8 BN NOK HALOGALAND: 22.4 BN NOK BODO: 45.0 BN NOK

30 MINS RAIL

30 MINS ROAD

60 MINS ROAD

60 MINS RAIL

INFRASTRUCTURE: 38,953 BN NOK PUBLIC CONSTRUCTION: 21,328 BN NOK

PRIVATE: 211 BN NOK PUBLIC: 89 BN NOK

PORTS AND HARBOURS: 19.4 BN RAILWAYS: 167.8 BN NOK ROADS: 381.8 BN NOK

POPULATION DENSITY

TROMSØ

ROAD AND RAIL

BODO KOLARI

DOMESTIC FLIGHTS 1:20 LULEA 0:40

OULU

3:30 1:50 2:00

HELSINKI

STOCKHOLM LONDON

INTERNATIONAL FLIGHTS

SPECULATED RAILWAY ROUTES TO REDUCE TRAVEL TIMES AND CONNECTIVITY TO TROMSØ

CONNECTING TROMSØ TROMSØ SITS AS A THE AIR TRAVEL INTERCHANGE INTO THE NORTH. WITHIN THE NORTH IT IS ONE OF THE MOST DENSELY POPULATED CITIES AND SERVES AS A HUB FOR SURROUNDING CITIES, TOWNS AND LESS DENSELY POPULATED REGIONS.

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AIRPORT

ROADS

BUS ROUTES

ZONING

CULTURAL & EDUCATIONAL SITES

LAND TYPOLOGY

COMMERCIAL RESIDENTIAL INDUSTRIAL EDUCATIONAL

GENDER DISPARITY

QUARRY WATER WOODLAND AGRICULTURE

AGE GROUPS

NATIONALITY

COUNTRY OF BIRTH

AGE DISTRIBUTION

POPULATION GROWTH 2015 76000

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2010

STUDY INTO THE ZONING TYPOLOGIES AND INFRASTRUCTURES WITHIN TROMSØ. AS ONE OF THE MOST DENSELY POPULATED CITIES IN THE NORTH TROMSØ SERVES A WIDE SURROUNDING AREA WITH SCHOOLS, CULTURE, A KEY HOSPITAL AND UNIVERSITY. IT IS A HUB OF THE NORTH.

60-69

TROMSØ- A HUB OF THE NORTH

EUROPE

60000

80+ 70-79

65+

40-49

NORWAY

50-59

OTHER

NORWAY

20-29

OTHER

30-39

0-17 18-64

10-19

0-9

MALE FEMALE

TROMSØ - SOMMAROY BRIDGE BUILT: 1974 CAPACITY: 1 LANE- TRAFFIC LIGHTS LENGTH: 522M

TROMSØ AIRPORT BUILT: 1964 CAPACITY: 42,444 ANNUAL AIRCRAFT REPLACED SEA PLANE AERODROME

TROMSØ CITY TUNNEL NETWORK INCLUDES ROUNDABOUTS, PARKING AND STRETCHES UNDER WATER AT POINTS.

TROMSØ BRIDGE BUILT: 1960 CAPACITY: 2 LANES LENGTH: 1036 M

TROMSØ TUNNEL BUILT: 1994 CAPACITY: 4 LANES; BUILT TO EASE CONGESTION ON TROMSØ BRIDGE 3000 CARS PER HOUR IN EACH DIRECTION

TRAIN STATION REGION REGION PINPOINTED FOR CONSIDERED TRAIN CONNECTION

TRANSPORT INFRASTRUCTURE ANALYSIS OF THE CURRENT TRANSPORT INFRASTRUCTURE IN THE TROMSØ REGION AND ITS CAPACITY IN ORDER TO ASSES THE IMPLICATIONS OF AN INCREASED POPULATION LEVEL. THE HIGHLIGHTED REGION SHOWS THE PROPOSED AREA FOR RAIL INFRASTRUCTURE TO INFILTRATE THE CITY AND THE IMPLICATIONS IT MAY HAVE.

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JANUARY

220,000

130,000

JULY

FEBUARY

160,000

130,000

AUGUST

MARCH

130,000

120,000

SEPTEMBER

APRIL

120,000

150,000

OCTOBER

MAY

120,000

130,000

NOVEMBER

JUNE

120,000

130,000

DECEMBER

RESIDENT EDUCATIONAL BUSINESS TOURISTS FESTIVAL GOERS CRUISE VISITORS OIL/GAS WORKERS (SPECULATIVE)

TROMSØ INTERNATIONAL FILM FESTIVAL DATES: JAN 14- JAN 20 ATTENDANCE: 60,000

ARCTIC LIGHT FESTIVAL DATES: 24 JAN- 3 FEB ATTENDANCE: 11,000

TROMSØ INTERNATIONAL FERRY TERMINAL

MIDNIGHT SUN MARATHON

DATES: ALL YEAR

DATES: 22 JUNE

ATTENDANCE: 126,000

ATTENDANCE: 2,000

MIGRATIONAL CAPITAL OF THE ARCTIC TROMSØ ACTS AS A HUB FOR MIGRATION IN THE ARCTIC, OFFERING A PLETHORA OF CULTURAL EVENTS AND FESTIVALS. MANY MONTH OF THE YEAR THE POPULATION OF TROMSØ WHICH IS 70,000 DOUBLES WITH TEMPORARY MIGRANTS FOR TOURISM, BUSINESS OR EDUCATIONAL PURPOSES.

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NORTHERN LIGHTS FESTIVAL

TROMSØ UNIVERSITY

INSOMNIA FESTIVAL

DATES: JAN 25- FEB 3

DATES: AUGUST-JUNE

DATES: 13-16 OCTOBER

ATTENDANCE: 10,000

ATTENDANCE: 10,000

ATTENDANCE: 10,000

93 OIL AND GAS FIELDS OPENED FOR EXPLORATION

OIL/ GAS WORKERS TOURISTS

FESTIVAL GOERS

LOCALS

EUROPEAN NATIONALS

2017-2060 OIL AND GAS

STUDENTS TROMSØ

STAVANGER: OIL CAPITAL OF EUROPE

COMPANIES: 400

POPULATION: 123,000

OIL AND GAS DISCOVERIES: DOWN

HOUSE PRICES: DOWN

STAVANGER OSLO 1970-2020 OIL AND GAS

EMPLOYMENT: DOWN

PRIMARY LOCATION OF COMPANIES PREDICTED MIGRATION FROM STAVANGER TO TROMSØ

OIL AND GAS MIGRATION

3 MPH 2 MPH

6500 BC

15 MPH

5000 BC

9 MPH

4000 BC

12 MPH

3500 BC

30 MPH

3100 BC

55 MPH

300 BC

15 MPH

1769

15 MPH

1817

65 MPH

1886

600 MPH HELSINKI OSLO

STOCKHOLM

STAVANGER

760 MPH

1903 2013

EXAMPLE ROUTE ANALYSIS: STAVANGER TO TROMSØ DRIVE TIME: 30H FLIGHT TIME: 3H EUROLOOP TIME: 1H13M OSLO TO TROMSØ DRIVE TIME: 22H25M FLIGHT TIME: 1H50 EUROLOOP TIME: 55M

WARSAW

LONDON

HELSINKI TO TROMSØ DRIVE TIME: 16H54M FLIGHT TIME: 1H55M EUROLOOP TIME: 49M STOCKHOLM TO TROMSØ DRIVE TIME: 18H49M FLIGHT TIME:1H50 EUROLOOP TIME: 55M WARSAW TO TROMSØ DRIVE TIME: 32H FLIGHT TIME: 4H15M EUROLOOP TIME: 1H36M LONDON TO TROMSØ

MONACO

DRIVE TIME: 39H FLIGHT TIME: 3H25M EUROLOOP TIME: 1H50 MONACO TO TROMSØ DRIVE TIME: 44H FLIGHT TIME: 5H50M EUROLOOP TIME: 2H20M

e ur l op EUROPE POPULATION DENSITY MAP

HIGH SPEED INFRASTRUCTURE NORWEGIAN GOVERNMENT AND PRIVATE FUNDS INDICATE AN INCREASED SPENDING ON TRANSPORT INFRASTRUCTURE IN THE NORTH. THIS MARRIED WITH OIL AND GAS FIRMS INVESTMENTS IN INFRASTRUCTURE LENDS ITSELF TO A HIGH SPEED METHOD OF TRAVEL ELIMINATING THE NEED FOR MASS EXPANSION WITHIN THE CITY OF TROMSØ AND VARIETY AS TO WHERE WORKERS LIVE.

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NORWAY SWITZERLAND FRANCE SWEDEN LONDON IRELAND NETHERLANDS SPAIN GREECE RUSSIA AUSTRIA BELGIUM GERMANY

Graff / Gulating Tromsøpalmen Bayersk Pils RATING: 2.94

TURKEY

NR

CZECH REPUBLIC Lauvanger / Gulating Tromsøpalmen RATING: 2.71

PRICE PER 0.5L

NR Bådin Bodø 2016 RATING: 2.84

NR

Mosjøen Ratæskank RATING: 3.00

NR

Austmann Ale of Trones Imperial Stout RATING: 3.54

NR

Ægir Lynchburg Natt RATING: 3.98

10

Lindheim Farmer's Reserve : Sour Cherry 2014 RATING: 3.84

Lindheim Farmer's Reserve : Coolship Cherry RATING: 3.82

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39

Nøgne Ø Imperial Stout RATING: 4.05

Nøgne Ø Dark Horizon Fifth Edition RATING: 4.04

Nøgne Ø Eternal Rest (2017) RATING: 4.04

4

6

7

Nøgne Ø Imperial Stout Cognac Barrel RATING: 3.95

Terrapin Imperial Rye Porter RATING: 3.93

Nøgne Ø # 100 (Batch 100) RATING: 3.91

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Nøgne Ø Quadrupel (Red Wine Barrel Edition) RATING: 3.89

Nøgne Ø Dragonwort Stout RATING: 3.88

Nøgne Ø Porter RATING: 3.82

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Nøgne Ø Dragonwort Stout 2nd Edition RATING: 3.82

Nøgne Ø God Jul RATING: 3.81

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40

Nøgne Ø # 500 Imperial India Pale Ale (Batch 500) RATING: 3.81

Nøgne Ø India Pale Ale RATING: 3.80

Nøgne Ø Imperial Stout Barrel Aged 2012 RATING: 3.80

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Nøgne Ø / La Chingoneria / Central Cervecera M.O.L.E. RATING: 3.80

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Nøgne Ø Imperial Aquavit Porter RATING: 3.79

Nøgne Ø Nødingen RATING: 3.79

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Ego The Executioner RATING: 3.82

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Egge Gård Iseple RATING: 3.93

Amundsen Cookie Monster RATING: 3.97

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HaandBryggeriet Odin's Tipple RATING: 3.91

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13

HaandBryggeriet Fatlagret Porter (Akevitt Porter) RATING: 3.85

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HaandBryggeriet / Cervisiam / Frontaal Death

by Disco RATING: 3.81

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HaandBryggeriet Dark Force RATING: 3.79

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Amundsen Marshmellow Psycho - Cognac BA RATING: 3.83

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33

Lervig Brewers Reserve Barley Wine Aged in Bourbon Barrels (13%) RATING: 4.05

Lervig Once You Go Black RATING: 4.02

Hoppin' Frog Sippin' Into Darkness RATING: 4.01

Lervig CocoNutz Kake Bourbon Barrel Aged RATING: 3.98

Lervig SuperSonic RATING: 3.97

5

8

9

11

12

Lervig Coconuts RATING: 3.96

Evil Twin Big Ass Money Stout 2 RATING: 3.93

Lervig Toasted Maple Stout RATING: 3.91

Lervig Barley Wine 2016 RATING: 3.87

Lervig Tasty Juice RATING: 3.86

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18

21

Lervig / Cloudwater There’s A Cold Beer In My Fridge, And I Need A Drink RATING: 3.89

27

29

Lervig Barley Wine 2015 Jack Daniels BA RATING: 3.85

Lervig Brewers Reserve Konrads Stout RATING: 3.83

Lervig Toasted Maple Stout Bourbon Barrel RATING: 3.81

30

34

Lervig / Surly 1349 Black Ale Bourbon Barrel Edition RATING: 3.83

Lervig / Surly 1349 Black Ale Bourbon Barrel & Sour Cherry Edition RATING: 3.79

Hoppin' Frog Sippin' Into Darkness Barrel Aged RATING: 4.18

Barley Wine 2017 BA Bourbon RATING: 4.09

Way 3 Bean Stout RATING: 4.06

1

2

3

Lervig Liquid Sex Robot RATING: 3.97

Way 3 Bean Stout Bourbon BA RATING: 3.96

14

35

NORWEGIAN CULTURE NORWEGIAN TAX ON BEER HAS DEVELOPED A NATION OF HOME BREWERS WITH AN INTEREST IN BEER FLAVOURS AND REGIONAL VARIANCES WITHIN WATER AND CROPS USED TO MAKE BEER. THIS SERVES AS A MEANS OF CONNECTING LOCALS WITH FOREIGN WORKERS WITHIN TROMSØ AT THE HYPERLOOP TERMINAL.

26

Amundsen Bourbon BA Pecan Psychosis RATING: 3.86

43

49

25

309 PUBS 5.2 MILLION PEOPLE

48,350 PUBS 66 MILLION PEOPLE

2

11 3

1

NUMBER OF PUBS IN REGION

4

4

RAILWAY LINES IN NORWAY

6

2

2

2 2 3 6 2

8

5 8 5 3

3

5

2

3 6

2

9

8

3

5

ANNUAL BEER CONSUMPTION PER CAPITA

9

11

GERMANY FINLAND

2 3

5 11

48

5

2

3

UK NORWAY

2

3

13

SWEDEN

7

FRANCE

19

3

ITALY

14

= 10 LITRES

THE GREAT EUROPEAN RAILWAY PUBS

THE SHEFFIELD TAP

STALYBRIDGE STATION

STAZIONE DI MAGLIE

BRAUHAUS 1516

YORK TAP

EUSTON TAP

SAMARKANDA

SHEFFIELD STATION UNITED KINGDOM

STALYBRIDGE STATION UNITED KINGDOM

BISTROCAFÉ STAZIONE DI MAGLIE MAGLIE, PUGLIA, ITALY

AUGSBURG STATION GERMANY

YORK STATION UNITED KINGDOM

EUSTON STATION UNITED KINGDOM

EUSTON STATION UNITED KINGDOM

ABSENCE OF 'THE RAILWAY PUB' NORWAY HAS A LIMITED RAIL SYSTEM AS A RESULT OF ITS CHALLENGING TERRAIN. THE INTRODUCTION OF A HYPERLOOP TERMINAL DRAWS RISE TO A MODERN INTERPRETATION OF 'THE RAILWAY PUB' KEY TO THE HERITAGE OF MANY EUROPEAN COUNTRIES RAIL NETWORKS.

27

TROMSØ e u r

l

op TERMINAL

YOUR GATEWAY TO THE ARCTIC . . .

Timber

in partnership with:

PROUDLY SPONSORED BY:

28

“

WE HAVE BEEN LOOKING TO INVEST IN ECO FRIENDLY INFRASTRUCTURE PROJECTS; THIS FITS THE BILL!

WE HAVE BEEN IN TROMSØ SINCE 1877- IF VISITORS LOVE THE BEER, THEY KEEP COMING BACK. ITS GREAT FOR THE ECONOMY

SOVEREIGN FUND

MACK BREWERY

“

“

“

OIL AND GAS COMPANIES

“

AS A CULTURAL AND ECONOMICAL HUB OF THE ARCTIC, WE ARE ALWAYS LOOKING FOR GROWTH AND BETTER INFRASTRUCTURE.

“

“

GOVERNMENT

“

ITS GREAT TO SEE THE LOCALS MEETING AND INTERACTING WITH TOURISTS AND BUSINESS MIGRANTS.

“

I MUST BE IN TROMSØ FOR WORK, NOW MY FAMILY DOESN’T HAVE TO RELOCATE

TOURIST BOARD

“

CONNECTING TROMSØ CREATES A CULTURAL OUTPOST ON THE FRINGE OF SOCIETY. WE ARE ALL ABOUT CONNECTING!

“

“

EUROLOOP

eur l op

A CULTURAL MEETING POINT THE EUROLOOP CREATES A CULTURAL COLLISION OF DIFFRENT GROUPS. IT SERVES AS A MEETING POINT FOR LOCALS, TOURISTS, FESTIVAL GOERS, OIL WORKERS AND BUSINESS VISITORS. THE FUNDING COLLABORATION BETWEEN MACK, THE WORLDS NORTHERNMOST BREWERY AND THE NORWEGIAN SOVEREIGN FUND PROVIDING FUNDING FOR THE INFRASTRUCTURAL ELEMENTS OF THE PROJECT.

29

1.

THE NORWEGIAN SOVEREIGN FUND (AKA) THE OIL FUND

50% 1969

STATE OWNED

STABLE POLITICAL SITUATION

OIL/ GAS DISCOVERY

OIL/ GAS WELLS

50%

STATOIL FORMED TO COMPETE WITH FOREIGN COMPANIES

78% TAX RATE

PRIVATELY OWNED

TAX REVENUES USED TO FORM SOVEREIGN FUND

9,000 BNOK (1.15 BN USD) 8,000 BNOK

EQUITY / INVESTMENTS

7,000 BNOK

6,000 BNOK

REAL ESTATE

5,000 BNOK 4,000 BNOK

FIXED INCOME ASSETS

3,000 BNOK 2,000 BNOK 1,000 BNOK

1999

2018

0 BNOK

DEIVESTMENT FROM COAL

67% GOVERNMENT OWNED

6%

HELD IN OIL AND GAS

1.3%

ALL GLOBAL STOCKS

RENEWABLE INFRASTRUCTURE

CALL FOR DIVERSIFICATION OF FUND

2019 OIL/ GAS REMOVED FROM FUND

eu r l op

NEW PALE LAGER LAUNCHED EXCLUSIVE TO THE ARCTIC TAP

7%

OF NORWEGIAN BREWING MARKET

LARGEST INDEPENDENT BREWERY IN NORWAY

2.

MACK BREWERY, TROMSØ 6% HELD IN OIL AND GAS

PUBLIC PRIVATE FUNDING HYBRID THE DUAL PURPOSE OF THE ARCTIC TAP ALLOWS FOR A SPLIT BETWEEN PUBLIC AND PRIVATE FUNDING. THIS IS OFTEN SEEN IN LARGER PUBLIC PROJECTS. THE PUBLIC FUNDING, FROM THE SOVEREIGN FUND WILL PAY FOR THE INFRASTRUCTURE ELEMENTS WHILE MACK WILL PAY FOR THE ARCTIC PUB.

30

20

19

4

5 3

1

2 22 6

7

8

24 23

18 9

10

11

25 26 12 13

21

27

14

16 15

17

N 0m

1 2 3 4 5 6

VERDENSTEATRET (TIFF) KYSTENS HUS POLAR MUSEUM NORDLYSFESTIVALEN PERSPECTIVE MUSEUM CINEMA

7 8 9 10 11 12

PUBLIC LIBRARY LAVHAUGEN BYGDEMUSEUM TROMSØ DOMKIRKE NORDNORSK KNUSTMUSEUM FREIGHT STORAGE PASSENGER TERMINAL (COMP. 2018)

13 14 15 16 17 18

NERSTRANDA RETAIL CENTRE MS POLSTJERNA POLAR AQUARIUM ARCTIC RESEARCH CENTRE HALOGALAND TEATER FOOTBALL STADIUM

19 20 21 22 23 24

SECONDARY SCHOOL OIL REFINERY FERRY TERMINAL TROMSØ BRIDGE KONGEPARKEN SECONDARY SCHOOL

40m

100m

200m

25 STORGARTA 26 BUS TERMINAL 27 OLHALLEN

PROPOSED SITE

TROMSØ CAPITAL WATERFRONT TROMSØ CAPITAL WATERFRONT ANALYSIS OF BUILDING TYPOLOGIES. WITH A NEW FERRY PASSENGER TERMINAL COMPLETED IN 2018 THE AREA HOSTS NUMEROUS CULTURAL AND ARTS BUILDINGS AND THE MUNICIPALITY CONTINUES TO INVEST IN MORE. TROMSØ WATERFRONT IS TRANSFORMING INTO THE CULTURAL CAPITAL OF NORTHERN NORWAY.

31

3.

DESIGN DEVELOPMENT

32

COLUMNS SPLITTING TO FORM INHABITABLE SPACES

DOWEL CROSS LAMINATED TIMBER; CURVED ON ONE AXIS

STRUCTURE SPLITTING TO FORM INTERSECTING STRUCTURAL ELEMENTS

CROSS DOWEL INTERSECTIONS EXPLORING POTENTIAL FOR HYBRID LINEAR AND CROSS DOWEL LAMINATED TIMBER AND THE SPATIAL QUALITIES ACHIEVABLE. CHALLENGING THE AESTHETIC POTENTIAL OF ONE AXIS CURVED SURFACES.

33

INTERPRETATION OF TECTONIC MODEL ONTO GEOLOGICALLY ENRICHED MODEL.

COASTAL ROCK FORMATIONS

TROMSØ COASTAL ROCK FORMATIONS ARCTIC ROCK FORMATIONS FOUND IN TROMSØ ALLOW FOR A MORE FRAGMENTED APPROACH TO MASSING WHICH EMPHASISES AND CELEBRATES AN IMPORTANT PART OF NORWAY’S GEOLOGY.

34

ERODED PINK GRANITE FORMATIONS

HIGHLAND ROCK FORMATIONS

ERODED FACE

STACKED EDGE

RAVINE

BOULDER

CLIFF

FALL AWAY

LEDGE

SPLITTING CANYON

CANYON

ARCTIC ROCKS ARCHITECTURAL FORM DERIVED FROM USING ROCK FORMATIONS TYPICAL OF TROMSØ TO INFORM FORM. THIS CREATES A MULTI LAYERED AESTHETIC WHICH SEEKS TO PRESERVE AND CELEBRATE THE DISTINCT GEOLOGICAL ROCK FORMATIONS OF TROMSØ.

35

EXTERNAL WALKWAY

PRIVATE AREA

PRIMARY CIRCULATION BAR AREA

PRIVATE AREA

PRIMARY CIRCULATION

BAR AREA

PRIVATE AREA

PRIMARY CIRCULATION

PRIMARY CIRCULATION BAR AREA

BAR AREA PRIMARY CIRCULATION

PRIVATE AREA

SPATIAL QUALITIES GENERATED FROM EXPLORATION INTO THE POTENTIAL OF A FRICTIONAL DOWEL LAMINATED TIMBER SYSTEM WITH PARTICULAR EMPHASIS ON EARLY DEVELOPMENT OF PRIVATE SPACES AND LANDSCAPE TRANSITIONS.

36

EXTERNAL WALKWAY

LANDSCAPE OPPORTUNITY

VIEWING FEATURE

SHELTERED WALKWAY

PRIMARY CIRCULATION BAR AREA

TAXONOMIES OF SPACE

SERVICE VOID

LANDSCAPE OPPORTUNITY

SHELTERED WALKWAY

PRIVATE AREA VIEWING FEATURE

LANDSCAPE OPPORTUNITY

PRIVATE AREA

VIEWING FEATURE

WALKWAY

CONTINUOUS ROOF ELEMENT

BAR AREA

FENESTRATIONS

3

LA YE R

S

SEATING

LAMELLA DIRECTION AND INTERSECTION

5 LAYERS

CONTINUOUS CONDITION

TECTONIC CORNER EXPLORATION OF CORNER PIECE FACILITATED BY CROSS LAMINATION AND INTERSECTION OF LAMELLAS. IT OPPORTUNISES A CONTINUOUS SWEEP OF FACADE/ROOF CONDITION THROUGH A 45 DEGREE ROTATION.

37

LLANBERIS

SHEFFIELD

STALYBRIDGE

YORK

DINGWALL

BRIGHTON

RAILWAY PUBS TRACKS STATION AMENITIES RETAIL PLATFORMS

THE RAILWAY PUB STUDY OF TRADITIONAL RAILWAY PUBS AND ADJACENCIES TO RAILWAY TRACKS AND STATION AMENITIES.

38

TRADITIONAL PUBLIC HOUSE LAYOUT USES THE BAR AS A CENTRAL FEATURE, THIS REQUIRES PATRONS TO PASS THROUGH SEATING/ STANDING AREAS BEFORE REACHING THE BAR.

THE TRADITIONAL PUB ARRANGEMENT AND PROPORTIONS OF PUB REVEAL THE NECESSITY TO PASS THROUGH SEATING AREAS BEFORE REACHING THE BAR.. SERVICES AND FACILITIES ARE LOCATED EITHER BELOW OR ON THE PERIPHERAL OF THE PLAN.

39

PREFERRED VISUAL CONNECTION AND PRIVACY

LIMITED OPPORTUNITY FOR PRIVACY

LIMITED VISUAL CONNECTION INTERSECTING QUALITIES

1

PEDESTRIAN ACCESS

A NEW PLATFORM TYPOLOGY

2M WIDTH

PEDESTRIAN ACCESS

LIMITED VISUAL CONNECTION ADJACENT RELATIONSHIP

REFUSE 15 M LENGTH8M OPENING TICKET HALL SPATIAL ADJACENCY STUDY WC

WC

WC

PLANT

DELIVERIES

KEG STORE

MAIN BAR AREA

EUROLOOP WAITING AREA/ PUB SEATING

PR

IMA RY C

IRC

1

UL

PLATFORM

TICKET GATES EXTERNAL TERRACE

GROUND FLOOR TICKET HALL PRIMARY CIRCULATION EXTERNAL TERRACE

PUBLIC TICKETED

ENCLOSED

PUBLIC ACCESS

PRIVATE

OPEN

PRIVATE ACCESS

SPATIAL ADJACENCY

ADJACENCY STUDY ADJACENCY STUDY DRIVEN BY USER EXPERIENCE AND VISUAL CONNECTION BETWEEN THE EUROLOOP TERMINAL AND ARCTIC PUB ENSURING A CONNECTIVITY IS PROMINENT, HOWEVER ZONES OF PRIVACY AND DISCONNECTION ARE PRESENT.

BOAT ACCESS

WATERSIDE ACCESS

40

TICKETED LINE

ATIO N

LEVEL -1 MAIN BAR AREA 3 X WC PLANT KEG STORE REFUSE STORE

LEVEL -2 EUROLOOP WAITING AREA/ PUB SEATING WATERSIDE ACCESS BOAT ACCESS TICKET GATES PLATFORM

PROGRAMMATIC DISTRIBUTION BY LEVEL

ARCTIC PUB ARCTIC PUB INTERSECTION ELEMENT EUROLOOP END STATION

EUROLOOP END STATION INTERSECTION ELEMENT EXTERNAL TERRACE WATER ACCESS

WATER ACCESS

ASYMMETRIC PERPENDICULAR ARRANGEMENT

SYMMETRIC PERPENDICULAR ARRANGEMENT

ARCTIC PUB

ARCTIC PUB EUROLOOP END STATION INTERSECTION ELEMENT EXTERNAL TERRACE INTERNAL VIEWING AREA WATER ACCESS

EUROLOOP END STATION INTERSECTION ELEMENT EXTERNAL TERRACE INTERNAL VIEWING AREA WATER ACCESS

ASYMMETRIC KINKED ARRANGEMENT

SYMMETRIC KINKED ARRANGEMENT

ARCTIC PUB EUROLOOP END STATION INTERSECTION ELEMENT EXTERNAL TERRACE INTERNAL VIEWING AREA WATER ACCESS

SYMMETRIC KINKED ARRANGEMENT

GEOMETRIC MASSING MASSING USING A PERPENDICULAR OR KINKED INTERSECTION BETWEEN THE ARCTIC PUB AND EUROLOOP STATION CREATING PERPENDICULAR CIRCULATION FLOWS.

41

N

N

N

W

E

W

W

E

S

E

FEBRUARY

E

W

E

S

E

S

JULY

E

N

W

E

S

SEPTEMBER

S

N

W

S

AUGUST

E

JUNE

N

W

W

MAY

N

W

E

S

APRIL

N

N

W

S

MARCH

N

E

W

S

S

JANUARY

N

N

W

E

S

OCTOBER

S

NOVEMBER

DECEMBER

PREDOMINANT WIND DIRECTIONS ARE NORTH EASTERLY AND SOUTHERLY. THESE WIND DIRECTIONS ARE ADDRESSED BY THE FORM OF THE BUILDING AS SHOWN BELOW. N

N

N

N

INITIAL MASSING MODEL

NORTH EASTERLY WINDS ADDRESSED

SOUTHERLY WINDS ADDRESSED

NORTHERLY WINDS ADDRESSED

INITIAL MASSING MODEL OF SPATIAL ARRANGEMENT.

BUILDING PLANES THAT INTERFACE NORTH EASTERLY WINDS HAVE BEEN TILTED ALLOWING FOR A FLOW OF WIND OVER THE BUILDING AS OPPOSED TO CREATING A RESISTANT FORCE UPON A VERTICAL SURFACE.

BUILDING PLANES THAT INTERFACE SOUTHERLY WINDS HAVE BEEN TILTED ALLOWING FOR A FLOW OF WIND OVER THE BUILDING AS OPPOSED TO CREATING A RESISTANT FORCE UPON A VERTICAL SURFACE.

NORTHERLY WINDS EXPERIENCED IN THE SUMMER ARE AIDED BY THE TILTING OF THE NORTH SIDE OF THE BUILDING AND ALSO DIRECTED BY THE TOPOGRAPHY.

THE BUILDING RESPONDS TO THREE KEY WIND DIRECTIONS BY GEOMETRIC ALTERATION ENABLING THE FLOW OF WIND OVER THE BUILDING. THE NECESSITY TO MAXIMISE THE SCARCITY OF LIGHT ON THE SOUTH-EASTERN FACADE HAS CREATED LESS RESPONSE TO SOUTHERLY WINDS THAN NORTH EASTERLY OR NORTHERLY.

WIND

60 DAYS PER ANNUM 24 HOURS SUNLIGHT 60 DAYS PER ANNUM 24 HOURS DARKNESS >25

24 22

>20

20

>15

18

>10

14

16 12

>5

10

>0

8 6

0

4

<-5

2 >12

<-10

J

<-15

J

F

M

A

M

J

J

A

S

O

N

F

M

A

M

J

J

A

S

O

N

60 DAYS PER ANNUM 24 HOURS SUNLIGHT

D

60 DAYS PER ANNUM 24 HOURS DARKNESS SUNLIGHT HOURS

AVERAGE ANNUAL TEMPERATURE OF TROMSÃ&#x2DC;

MARCH 21ST

JUNE 21ST

SEPTEMBER 22ND

THE SITE EXPERIENCES A MODERATE BREEZE THROUGHOUT THE YEAR FROM BOTH THE NORTHEAST AND SOUTHWEST DIRECTIONS. THE BUILDING FORM RESPONDS TO THIS BY CLOSING ITS FACADE TO THE NORTH EAST, WHILE MOST WIND FROM THE SOUTH WEST IS DIFFUSED BY THE PROPOSED DEVELOPMENT OR PROTECTED BY THE FACADE.

24 HOURS

ENVIRONMENTAL DEVELOPMENT

23-24 HOURS

SOLAR/ THERMAL

22-23 HOURS

21-22 HOURS

20-21 HOURS

19-20 HOURS

18-19 HOURS

17-18 HOURS

16-17 HOURS

15-16 HOURS

14-15 HOURS

13-14 HOURS

12-13 HOURS

11-12 HOURS

10-11 HOURS

9-10 HOURS

8-9 HOURS

6-7 HOURS

7-8 HOURS

5-6 HOURS

4-5 HOURS

3-4 HOURS

2-3 HOURS

1-2 HOURS

0-1 HOURS

HOURS OF SUNLIGHT ON SITE- ANALYSIS USING LADYBUG GRASSHOPPER PLUG-IN

42

0

MIDNIGHT SUN

0-1 HOURS

DECEMBER 22ND

1-2 HOURS

2-3 HOURS

THIS ANALYSIS HIGHLIGHTS THE SENSITIVE SUNLIGHT CONDITIONS AND THE NECESSITY OF THE BUILDING TO RESPOND TO THESE. A PUB HAS VERY SPECIFIC LIGHTING REQUIREMENTS WHICH MUST BE MET.

D

1.

TOPOGRAPHICAL ANALYSIS

4.

EUROLOOP PLATFORM AREA

THE TOPOGRAPHY SERVES AS A PRIMARY DESIGN DRIVER FOR THE FORM AND SPATIAL ARRANGEMENT.

LOCATION FOR EUROLOOP PLATFORM AREA WITH DIRECT ACCESS TO TRAINS ESTABLISHED

7.

SERVICES AREA DENOTED FOR KEG STORE, W/Câ&#x20AC;&#x2122;S AND OTHER SERVICING FACILITIES.

10.

TOPOGRAPHICAL RESPONSE

13.

EXTERNAL TERRACES

ACCOMMODATING THE VARYING TOPOGRAPHY CREATES OPPORTUNITIES FOR ARCHITECTURAL SPACE.

EXTERNAL TERRACES ADDED TO PROVIDE SOUTH FACING TERRACES FOR SUMMER MONTHS.

2.

PLANES OF OPPORTUNITIES

5.

ARCTIC PUB

TOPOGRAPHICAL ANALYSIS TO DERIVE PLANES WHICH WOULD SERVE AS MORE APPROPRIATE BUILDING REGIONS

LOCATION OF ARCTIC PUB DEFINED BY EARLIER STUDIES AND ASSESSMENT OF RAILWAY PUB TYPOLOGIES

8.

CIRCULATION THE PRIMARY CIRCULATION CORRIDOR CREATES A CONTINUAL CONNECTION BETWEEN DIFFERENT BUILDING FUNCTIONS AND ENVIRONMENT.

11.

WIND CONSIDERATIONS

14

SOLAR RESPONSIVE FACADE SYSTEM

WIND DIRECTIONS AND TOPOGRAPHICAL RESPONSE INFLUENCE FORM ON NORTH-EASTERN AND SOUTH-EASTERLY AREAS.

THE FACADE SYSTEM ALLOWS FOR THE CONTROL OF INTERNAL CONDITIONS AND ATMOSPHERES FROM EXTREMITIES OF THE SOLAR EXPOSURE.

3.

EUROLOOP INFRASTRUCTURE

6.

TICKET HALL

EUROLOOP INTEGRATION BY EUROLOOP AUTHORITY. THE BUILDING MUST CONNECT TO THIS AS A PREMISE FOR FURTHER SPATIAL ARRANGEMENT.

TICKET HALL SERVES AS THE PRIMARY ENTRANCE TO THE BUILDING, HOWEVER IT IS NOT NECESSARY TO BUY A TICKET TO VISIT THE ARCTIC TAP

9.

WATERSIDE ACCESS JETTY ADDED FOR ACCESS BY BOAT TO THE SITE.

12.

OVERHANGS

15.

PEDESTRIAN ACCESS

EXTREME CLIMATIC CONDITIONS HAVE BEEN ADDRESSED WITH OVERHANGS TO PREVENT SOLAR GAINS AND SNOW MELT.

APPROPRIATE PEDESTRIAN ACCESS ROUTE OVER TOPOGRAPHY ESTABLISHED WITH MINIMAL TOPOGRAPHICAL INTERFERENCE.

DESIGN GENESIS THE ARCTIC TAP FORM WAS DRIVEN BY TYPOLOGICAL, PROGRAMMATIC, TOPOGRAPHICAL AND ENVIRONMENTAL FACTORS. THESE FACTORS CONTRIBUTED TO THE DEVELOPMENT OF THE FORM.

43

A1

A2

A3

C1

D1

D2

D3

D4

D5 D6 D7 D8 D9 D10 D12 D13 D14 D15 D16

B1

44

B2

B3

D17

D18

A1: ENTRANCE A2: TICKET DESK A3: TICKET INFORMATION BOARD B1: EXTERNAL TERRACE B2:INTEGRATED TABLE B3: INTEGRATED BENCH C1: EUROLOOP TUNNEL EXCAVATED D1: INTEGRATED SEATING AREAS D2: MACK MASCOT POLAR BEAR EMBOSSED INTO TIMBER D3: PRIMARY CIRCULATION STAIRCASE D4: MACK BRANDING OPPORTUNITY D5: PINE TAR COATED TILES D6: ROOF BATTENS D7: 5 X CROSS FRICTIONALLY DOWEL LAMINATED LAMELLAS D8:125MM WOOD FIBRE INSULATION D9: 19X100 LAMELLA INTERNAL LAYER D10: CHALKBOARD

E1 E2

E3

E4

E5

D11: BEER DISPLAY BLACKBOARD D12 PRIMARY LINEAR LAMELLA STRUCTURE D13: 100+ MACK BEERS ON OFFER D14: BAR COUNTER TOP D15: COPPER FALLS D16: BAR KICK BOARD D17: MACK BRANDING OPPORTUNITY ON GLAZING D18: EXTERNAL TERRACE E1:EUROLOOP TRAIN E2: PLATFORM EDGE WARNING E3: LIGHT VARIABLE FACADE FINS E4: PLATFORM E5: EUROLOOP DEPARTURE BOARD E6: TOPOGRAPHICALLY VARIABLE FOUNDATION SYSTEM F1:MACK BARREL DELIVERED BY BOAT F2: JETTY FOR PLEASURE CRAFT F3: MACK EXECUTIVE YACHT

E5

F1

F2

F3

45

4.

DETAILED DESIGN

46

PRIMARY STRUCTURE PRIMARY OVERHANG STRUCTURE

PRIMARY STRUCTURE

SECONDARY STRUCTURE SECONDARY OVERHANG STRUCTURE

SECONDARY INFILL PANELS

TICKET HALL ENTRANCE

TERRACE

ARCTIC TAP

TERRACE

PRIMARY CIRCULATION ROUTE

EUROLOOP PLATFORM

JETTY

ROOF RELATIONSHIP TO STRUCTURE

STRUCTURAL COMPOSITION COMPOSITION OF PRIMARY LINEAR LAMELLA FRICTIONALLY DOWEL LAMINATED ELEMENTS AND SECONDARY CROSS LAMELLA FRICTIONALLY DOWEL LAMINATED INFILL PANELS.

47

2

1

PRIMARY STRUCTURE PRIMARY OVERHANG STRUCTURE

19 X 200 MM LAMELLA 8MM PILOT HOLE

19 X 200 MM LAMELLA 8MM PILOT HOLE

10MM DIA DOWEL FRICTIONALLY INSERTED

10MM DIA DOWEL FRICTIONALLY INSERTED

19 X 110 MM LAMELLA

19 X 110 MM LAMELLA

EXPLODED EDGE PROFILE

1

EXPLODED EDGE PROFILE

IN THE TICKET HALL, THE LOADS ARE TRANSFERRED USING A 4M GRID. THE OVERHANG PRIMARY STRUCTURE USES A 2M GRID THROUGHOUT THE BUILDING, ONLY BROKEN IN CERTAIN PARTS. AREA FOR SECONDARY CONNECTION

AREA FOR SECONDARY CONNECTION

VERTICAL LAMELLAS INCREASE BEAM DEPTH AND STRENGTH

VERTICAL LAMELLAS INCREASE BEAM DEPTH AND STRENGTH

2

DUAL CONNECTING PROFILE

EDGE PROFILE

CONNECTING PROFILE

PRIMARY STRUCTURE PROFILE

DUAL CONNECTING PROFILE

EDGE PROFILE

DUAL CONNECTING PROFILE

PRIMARY OVERHANG PROFILE

4M GRID TIMBER FRAMED GRID STRUCTURE TRANSFERS LOADS TO GROUND. PLEASE NOTE THE OVERHANGS TRANSFER LOADS TO THE PRIMARY STRUCTURE .

INDICATIVE LOAD PATHS PRIMARY PERPENDICULAR CONNECTION

1a.

1b.

10MM DIA DOWEL PRIMARY OVERHANG STRUCTURE

SECONDARY LOAD BARING PRIMARY STRUCTURE

8MM DIA PRE DRILLED HOLES

MAIN LOAD BEARING PRIMARY STRUCTURE

MAIN LOAD BEARING PRIMARY STRUCTURE

PRIMARY TO PRIMARY OVERHANG

2a.

2b.

10MM DIA DOWEL

PRIMARY OVERHANG STRUCTURE

PRIMARY OVERHANG STRUCTURE

8MM DIA PRE DRILLED HOLES

MAIN LOAD BEARING PRIMARY STRUCTURE

PRIMARY STRUCTURAL SYSTEM THE PRIMARY STRUCTURAL SYSTEM COMPRISES OF FRICTIONALLY DOWEL LAMINATED LINEAR LAMELLA TIMBER, WHICH IS PROFILED TO ACCEPT THE SECONDARY INFILL PANELS.

48

MAIN LOAD BEARING PRIMARY STRUCTURE

SECONDARY STRUCTURE SECONDARY OVERHANG STRUCTURE

LINEAR LAMELLA PRIMARY STRUCTURE

UPPER LAMELLA FORMS INTERNAL FLOOR SURFACE 19X100MM LAMELLA SIZE 8MM DIA PILOT HOLE 1MM DIA FRICTIONALLY WELDED DOWEL

DIRECTION 2

DIRECTION 1

THE UPPER LAYER OF CROSS LAMELLA TIMBER ACTS AS A SURFACE FINISH AS WELL AS STRUCTURAL COMPONENT. THIS IS TRANSFERRED THROUGHOUT THE SECONDARY STRUCTURAL SYSTEM. THE DIRECTIONALITY ENCOURAGES OR DE-COURAGES SPEED OF FLOW THROUGH SPACES.

EXPLODED COMPOSITION OF SECONDARY STRUCTURE

DOWEL DENSITY CHANGES RESPONDING TO FORCES VOID FOR BUILD UP 5 LAMELLA CROSS DOWEL LAMINATED PRIMARY STRUCTURE

PLANAR CONDITIONS PRIMARY TO SECONDARY CONNECTIONS

5 LAMELLA CROSS DOWEL LAMINATED TIMBER PRIMARY STRUCTURE

SINGLE CURVED CONDITIONS INTERNAL LOAD PATHS WITHIN CROSS LAMELLA TIMBER FORMATION

SECONDARY STRUCTURAL SYSTEM THE SECONDARY STRUCTURAL SYSTEM PROVIDES THE CROSS BRACING REQUIRED AND IS COMPRISED AS CROSS LAMELLA FRICTIONALLY DOWEL LAMINATED TIMBER. THEY ARE ORIENTATED AT 90 DEGREES AND 5 LAMELLAS THICK.

49

1

A

EXISTING EUROLOOP TUNNEL SHOWING STANDARDISED CONNECTION DETAIL USING STEEL AND BOLTS.

B

2

C

D

REINFORCEMENT OF THIS ELEMENT AS SPECIFIED BY STRUCTURAL LOAD WOULD ALLOW A FIXING PLATE TO ACCOMMODATE THE FOUNDATION STRUCTURE.

E F

THE ACCURACY OF THE BORING PROCESS WOULD MEAN A FIXED/ NON VARIABLE FOUNDATION METHOD COULD BE USED.

G

3

A- STAINLESS STEEL FLITCH PLATE AND 4 DOWEL CONNECTIONS B- RETRACTABLE STAINLESS STEEL COVER C- ADJUSTMENT POINT- REMOVABLE LEVER D- THREADED ELEMENT TO ALLOW ADJUSTMENT E- STAINLESS STEEL PIVOT F- FOOTING PLATE G-SCREWS SUITABLE FOR CALC-SILICATE-GNESS ROCK

INDICATIVE LOAD PATHS HIGHLIGHTED TRANSFERRING LOAD FROM STRUCTURE INTO GROUND.

MANUALLY ADJUSTABLE STAINLESS STEEL GROUND CONNECTIONS

1.

STRUCTURE ABOVE EUROLOOP TUNNEL

J F M A M J J A S O N D

3.

J F M A M J J A S O N D

WIND REDISTRIBUTES SNOWFALL

USING SNOW AS INSULATION BLANKET 30CM OF SNOW HAS A SIMILAR INSULATING VALUE AS A 2X4 WALL FILLED WITH FIBREGLASS INSULATION.

TOPOGRAPHICALLY VARIABLE FOUNDATIONS THE FOUNDATION SYSTEM RESPONDS TO THE TOPOGRAPHICAL CONDITIONS AND SNOW DEPTHS. THE SNOW DEPTHS CAN REACH 115CM AT PEAK. THE OVERHANGS ON THE BUILDING ADDRESS LIGHT CONDITIONS, HOWEVER ALSO SNOW FALLING TOO CLOSE TO FOUNDATIONS AND STRUCTURAL TIMBERS.

50

2.

SUMMER- BASE INSULATION

J F M A M J J A S O N D

SNOWFALL (500-1000MM)

4.

J F M A M J J A S O N D

BUILDING WRAPPED IN INSULATING SNOW BLANKET

18

11

10

10

16 16 16 16 16

22

22

16 16

16

09 09

14

16

16

16

16

16

13

20 20

04

12

02

03

13

04

02 03

04 04 04 04

01- 2 PCS 02- 2 PCS 03- 2 PCS 04- 6 PCS 05- 3 PCS 06- 7 PCS 07- 3 PCS 08- 4 PCS 09- 2 PCS 10- 2 PCS 11- 2 PCS 12- 3 PCS 13- 2 PCS 14- 2 PCS 15- 2 PCS 16- 15 PCS

17- 4 PCS 18- 3 PCS 19- 3 PCS 20- 2 PCS 21- 3 PCS 22- 2 PCS 23- 11 PCS 24- 2 PCS INDIVIDUAL

21

21

18 18 11 23 23

05

06

06

05 06 06

17 24

17

24

17

17 07

07 07 15 08 15 08 08 08 23

14

05

06

23 23 23 23 23

06

23 23 12

06 12 01

MAXIMUM DUPLICATE PIECES: 15 68% DUPLICATE PIECES

01

01- 2 PCS 02- 2 PCS 03- 2 PCS 04- 6 PCS 05- 3 PCS 06- 7 PCS 07- 3 PCS 08- 4 PCS 09- 2 PCS 10- 2 PCS 11- 2 PCS 12- 3 PCS 13- 2 PCS 14- 2 PCS 15- 2 PCS 16- 15 PC

DUPLICATION OF COMPONENTS

1

2

4

5

6

5

6

ROBOTIC FABRICATION SEQUENCE OF LINEAR LAMELLA PRIMARY STRUCTURE 1

2

3

4

ROBOTIC FABRICATION SEQUENCE OF CURVED CROSS LAMELLA SECONDARY STRUCTURE TOOL

CIRCULAR SAW

DRILL

ROBOTIC HEAD ATTACHMENTS

FRICTIONAL DOWEL LAMINATING 1200 RPM

PROCESS STAGE

TOOL

PROCESS STAGE

1

DELIVERY OF TIMBER

4

ARRANGEMENT OF TIMBER

2

CUTTING TIMBER TO SIZE

5

HOLES DRILLED

3

KERF BENDING IF NECESSARY

6

FRICTIONAL DOWEL LAMINATION

PREFABRICATION OF COMPONENTS THE MAJORITY OF THE BUILDING WILL BE PREFABRICATED OFF SITE USING ROBOTICS, THIS ALLOWS FOR A HIGH LEVEL OF ACCURACY

51

UTILISING WATERSIDE ACCESS CRANE WEIGHT CAPACITY: 125 TONNES BARGE WEIGHT CAPACITY: 1500 TONNES MAXIMUM REACH: 64 METERS BARGE SIZE: 12000 X 42000 MM BARGE CARGO DECK: 12000 X 35000

PIECE 5 LOADABLE AREA OF CRANE BARGE

PIECE 6

PIECE 2

PIECE 4

PIECE 3

PIECE 1

PIECE 7

DIVISIBILITY OF STRUCTURE TO FIT ON BARGE IN MINIMUM NUMBER OF PREFABRICATED PIECES

FOCUSED CONSTRUCTION SEQUENCE OF PIECE 1

1.

EUROLOOP BORING

4.

PRIMARY FOUNDATION ADJUSTMENT

7.

SECONDARY STRUCTURE ADDED

BORING OF EUROLOOP TUNNEL- UNDERTAKEN BY EUROLOOP CONTRACTOR.

GROUND TEAM ALIGN FOUNDATIONS, ADJUST FOOTINGS AND SECURE TO ROCK. WEIGHT IS HELD IN PLACE USING CRANE.

CROSS FRICTIONALLY DOWEL LAMINATED PANELS ARE GUIDED INTO PLACE AND SECURED BY WORKFORCE.

DELIVERY AND CONSTRUCTION THE DELIVERY AND CONSTRUCTION SYSTEM SEEKS TO UTILISE PREFABRICATION AND WATERSIDE ACCESS TO SITE. THE USE OF CRANE BARGES ELIMINATES RESTRICTED SIZES OF LOAD TRANSPORTATION BY ROAD. THIS ALLOWS THE CONSTRUCTION SEQUENCE TO BE SPED UP IN ORDER TO DELIVER THE BUILDING WITHIN A FOUR MONTH PERIOD.

52

2.

PRIMARY TRANSPORTATION

5.

TEMPORARY PROPS INSERTED

8.

BUILD UPS

PRIMARY STRUCTURE IS TRANSPORTED TO SITE USING A CRANE BARGE. THIS ALLOWS FOR REACH OF ALL BUILDING AREAS.

TEMPORARY STEEL PROPS SUPPORT ELEMENTS WHILST OTHER PRIMARY COMPONENTS ARE LIFTED INTO PLACE COMPLETING THE STRUCTURAL SYSTEM.

CLADDING, INSULATION AND BATTENS ARE ADDED IN REMAINING AREAS.

3.

6.

9.

PRIMARY LIFTING PRIMARY STRUCTURE IS LIFTED INTO PLACE USING CRANE BARGE. THIS IS GUIDED BY GROUND WORKFORCE.

INACCESSIBLE BUILD-UPS CLADDING, INSULATION AND BATTENS ARE ADDED IN REGIONS THAT WILL BE INACCESSIBLE ONCE SECONDARY STRUCTURE IS FITTED.

INTERNAL TIMBER UNDERSIDES INTERNAL, NON STRUCTURAL TIMBER SURFACES ARE FITTED BY WORKFORCE.

SPARK PLUG

CASING

RECHARGE BATTERY

1200 RPM

FUEL CARTRIDGE COMBUSTION CHAMBER FAN MIXES AIR AND FUEL WELDED REGION

HYDRAULIC PLUNGE HYDRAULIC REGULATOR SPRING LOADING TRIGGER

ROTATIONAL MOTOR RELEASE DOWEL MAGAZINE

FUSION OF LIGNIN

8MM DIA RADIUS

SOLE PLATE

DOWEL FOR WELDING

1.

2.

3.

4.

BATTERY AND GAS

1200 RPM ROTATION

COMBUSTION CHAMBER FILLED

SPARK PLUG/ COMBUSTION

5.

DOWNWARDS MOTION

6.

DOWEL INSERTED INTO TIMBER

BATTERY AND FUEL TANK MUST BE CHECKED BEFORE DAILY USE.

MOTOR CREATES 1200 RPM OF ROTATION, NEEDED FOR FRICTIONAL DOWEL CONNECTIONS.

AIR AND FUEL ARE MIXED USING THE FAN WITHIN THE COMBUSTION CHAMBER

SPARK PLUG TRIGGERS THE OCCURRENCE OF COMBUSTION WITHIN THE CHAMBER.

ENERGY FROM COMBUSTION SPARKS ENOUGH ENERGY TO DRIVE HYDRAULIC INTERNAL PISTON, LOWERING DOWEL INTO DRILLED HOLE.

FRICTIONAL DOWEL LAMINATION OCCURS, ONCE FULLY INSERTED THE DEVICE MUST RELEASE THE DOWEL WHILE STILL IN ROTATION.

N/A

1 SECOND TO SPEED

INSTANTANEOUS

INSTANTANEOUS

2 SECONDS

2 SECONDS

ON SITE FRICTIONAL DOWEL FIXING PROCESS

FRICTIONAL DOWEL LAMINATION TOOL DEVELOPMENT OF A HAND HELD TOOL FOR FRICTIONAL DOWEL LAMINATION ON SITE. THIS ALLOWS FOR ON SITE DOWEL LAMINATION OF ELEMENTS WHICH CANNOT BE PREFABRICATED.

53

150MM 170MM

PINE STRAW PINE TIMBER

460MM

EARTH WALLS

CLAY GROUND BARREL

THE TAR KILN USES HEAT TO EXTRACT THE PINE TAR FROM THE WOOD AS IT BLEEDS OUT UNDER HIGH TEMPERATURES. THIS IS THEN COLLECTED IN A BARREL.

STANDARD TILE DIMENSION

TILE ARRANGEMENT ON ROOFING BATTENS

WARMTH CAUSES PINE SHINGLES TO OPEN UP

PINE TAR APPLIED TO SURFACE

TEMPERATURE DROPS, WOOD CLOSES CAUSING PINE TAR TO FORM AN IMPENETRABLE MOISTURE BARRIER

DIAGONAL SURFACES ALLOWS WATER TO FLOW OFF ROOF

FLAT TILED SURFACES ALLOW THE WATER TO REST, WITHOUT ANY DAMAGE TO THE TIMBER BEFORE BEING EVAPORATED.

PROCESS OF PINE TAR EXTRACTION THE PROCESS OF PINE TAR COATING WILL BE USED AS AN ALTERNATIVE TO CONTEMPORARY WATERPROOF MEMBRANES

19MM COATED WEATHERED LARCH INSULATED OVERHANG TO PREVENT SNOW MELT AND ICICLE FORMATION

19X38MM ROOF BATTEN 15MM PINE TAR TILES CROSS FRICTIONALLY DOWEL LAMINATED TIMBER PANELS PRIMARY STRUCTURE PRIMARY OVERHANG STRUCTURE ZINC GUTTER 5MM OFFSET DRIP NOTCH

PINE TAR COATED TILES LARCH CLAD OVERHANGS TOPOGRAPHIC SEATING BAR/ WAITING ROOM

PRIMARY CIRCULATION ZONE

INSULATED OVERHANGS TO PREVENT FACADE HEAT LOSS FROM MELTING SNOW AND FORMING ICICLES

INSULATED FLOOR CAVITIES

GAP BETWEEN GROUND AND BUILDING ENABLES SNOW BUILD UP

PINE TAR COATED ROOF PINE TAR EXTRACTED FROM PINE IS USED TO COAT THE ROOF, PROVIDING A WATERPROOF BARRIER AND ELIMINATING THE NECESSITY FOR A WATERPROOF MEMBRANE IN THE BUILD UP.

54

TEXTURED HEAT RETENTION

WIND DIFFUSED

WIND DIFFUSED

WIND CONTINUOUS FLOW WIND

RADIANT HEAT LOSS

WIND

WIND

RADIANT HEAT LOSS

RADIANT HEAT LOSS

TEST 1: SMOOTH SURFACE

TEST 2: TILES ON 150 MM BATTEN SPACING

TEST 2: TILES ON 75 MM BATTEN SPACING

COOLING EFFECTIVENESS

COOLING EFFECTIVENESS

COOLING EFFECTIVENESS

MATERIAL COST/ USAGE

MATERIAL COST/ USAGE

MATERIAL COST/ USAGE

CONSTRUCTION COST/ TIME

CONSTRUCTION COST/ TIME

CONSTRUCTION COST/ TIME

AS THE WIND FLOWS OVER THE TILED SURFACE, THE TEXTURE DIFFUSES THE WIND, REDUCING HEAT LOSS FROM BUILDING SKIN AND SUBSEQUENT STRUCTURE.

SMOOTH ROOF SURFACE

TILED ROOF SURFACE

HEAT LOSS HEAT RETAINED

HEAT LOSS HEAT RETAINED

INDICATIVE ZONES OF MAXIMUM HEAT LOSS FROM STRUCTURE

THE DISTURBED WIND FLOW OVER THE TILED SURFACE REDUCES HEAT LOSS DUE TO WIND FLOW.

HARNESSING THE INSULATION PROPERTIES OF SNOW SNOW GUARD

SNOW BUILD UP

SNOW GUARD IS USED TO RETAIN SNOW ON ROOF ALLOWING IT TO PROVIDE INSULATION LAYER AND ALSO PREVENT SNOW FALLING ONTO BUILDING, PEOPLE OF GROUND BELOW.

TIMBER SNOW GUARD

PINE TAR COATED TILES

SNOW GUARD CONSTRUCTION

PREVENTING SNOW MELT MATERIAL:

THERMAL CONDUCTIVITY

SNOW TILES BATTENS INSULATION CLT

0.023 W/MK 0.14 W/MK 0.14 W/MK 0.04 W/MK 0.13 W/MK

THICKNESS 500MM 15MM 38MM 124MM 95MM

THERMAL RESISTANCE 21.7 M2K/W 0.10 M2K/W 1.27 M2K/W 3.10 M2K/W 0.73 M2K/W

U VALUE: 0.04 THIS CALCULATION ENSURES THAT THE CORRECT INSULATION PROPERTIES ARE MET UTILISING SNOW AS AN INSULATOR. IT ALSO ENSURES THAT BUILDING REGULATIONS WOULD BE MET AND THAT SNOW WILL NOT MELT ON THE ROOF.

ROOF SYSTEM PERFORMANCE THE ROOF SYSTEM AS PREVIOUSLY EXPLAINED NOT ONLY PROVIDES A WATERPROOF COATING BUT TAKES ENVIRONMENTAL CONSIDERATION TO DIFFUSE THE WIND FLOW REDUCING THE HEAT LOSS OF THE BUILDING AND STRUCTURE.

55

GLAZING FRAME SECURED TO PRIMARY STRUCTURE

MULLIONS AT SAME LINE AS FINS TO CREATE CONTINUITY

GLAZING LINE OFFSET FROM FINS

GLAZING FRAME PROFILE CONTROLS DRIPS

OVERHANGS MUST BE INSULATED GLAZING FRAME ATTACHED TO PRIMARY STRUCTURE

1

1

PUB AREAS

OPEN FIN; DOWEL CONNECTION

FIN IN CLOSED POSITION

FIN SIZE: 59X800MM IN THE PUB, THE FINS ALLOW OBLIQUE VIEWS TO THE OUTSIDE, CONTROL LIGHT AND ATMOSPHERE BOTH INSIDE THE BUILDING AND OUTSIDE, REDUCING LEVEL OF GLARE.

DIRECTIONAL WAY-FINDING OPEN TO MAXIMISE LIGHT/ VIEWS

2

CLOSED DURING WINTER MONTHS/ NIGHT

2

OBLIQUE VIEWS 3

CIRCULATION/ TRANSPORTATION AREAS FIN SIZE: 59X400MM IN THE PUBLIC AREAS, THE FINS ARE ANGLED TO ASSIST WAY-FINDING AND DIRECTIONAL FLOW THROUGH THE BUILDING. THEIR SIZE ALLOWS A CONSTANT CONNECTION TO THE EXTERNAL ENVIRONMENT.

DOWEL PIVOT CONSTRUCTED FROM 19X100MM FRICTIONALLY DOWEL LAMINATED TIMBER.

CLOSED POSITION VOID

TRIPLE GLAZED INTEGRATION 6MM GLAZING 16MM VACUUM 4MM GLAZING 18MM VACUUM

OPEN TO MAXIMISE LIGHT/ VIEWS

4MM GLAZING

INTERNAL ATMOSPHERE THE VERTICALITY OF FINS CREATES AN AMBIANCE OF PUBLIC SPACE. THE ROTATIONAL POTENTIAL ALLOWS FOR REGIONS OF GREATER I INTIMACY, SUCH AS THE ARCTIC TAP BAR, TO BE CLOSED IN COLDER WINTER MONTHS FROM THE OUTSIDE.

ATMOSPHERIC PRINCIPLES

FACADE DESIGN PRINCIPLES ENVIRONMENTAL AND ATMOSPHERIC PRINCIPLES OF VERTICAL FINS INTEGRATED BEHIND FACADE LINE.

56

CLOSED DURING WINTER MONTHS/ NIGHT

ENVIRONMENTAL PRINCIPLES

CONSTRUCTION ELEMENTS

MARCH 21ST

0 HOURS 12 HOURS DAYLIGHT PENETRATION ANALYSIS

24 HOURS 10AM

LOW ANGLE LIGHT CAN PASS THROUGH TO INTERNAL SPACES, HIGH ANGLE LIGHT IS BLOCKED.

4PM

LOW ANGLE LIGHT CAN PASS THROUGH TO INTERNAL SPACES, HIGH ANGLE LIGHT IS BLOCKED.

JUNE 21ST

0 HOURS

12 HOURS

LARGE LEVELS OF HIGH ANGLE SUNLIGHT IS BLOCKED REDUCING SOLAR GAIN OF INTERNAL SPACES.

24 HOURS

DAYLIGHT PENETRATION ANALYSIS

10AM

LOW ANGLE LIGHT CAN PASS THROUGH TO INTERNAL SPACES, HIGH ANGLE LIGHT IS BLOCKED. 4PM

SEPTEMBER 22ND

0 HOURS

12 HOURS

24 HOURS

DAYLIGHT PENETRATION ANALYSIS

10AM

LARGE LEVELS OF LOW ANGLE SUNLIGHT PASSES THROUGH THE FACADE LIGHTING INTERNAL SPACES.

NO SUNLIGHT PRESENT 4PM

DECEMBER 22ND

0 HOURS

12 HOURS

NO SUNLIGHT PRESENT

24 HOURS

DAYLIGHT PENETRATION ANALYSIS

10AM

NO SUNLIGHT PRESENT 4PM

SOLAR ANALYSIS SOLAR ANALYSIS OF LIGHT PENETRATION INTO INTERNAL SPACES. THIS ALLOWS FOR THE CAREFUL INTEGRATION OF ARTIFICIAL LIGHTING WHERE NECESSARY.

57

1 EXAMPLE BUILD UP PINE TAR COATED ROOFING

2 EXAMPLE BUILD UP VERTICAL LARCH CLAD WALL

3 EXAMPLE BUILD UP OVERHANG WITH TERRACE

F E

E

D

D

D

C

C

C

B

B

B

A

A

A

A

19X100MM INTERNAL LAMELLA

A

19X100MM LARCH CLADDING

A

19X100MM INTERNAL LAMELLA

B

125MM WOOD-FIBRE INSULATION

B

19X38MM CROSS GRID BATTENS

B

125MM WOOD-FIBRE INSULATION

C

125X50MM TIMBER STUD

C

125X50MM TIMBER STUD

C

125X50MM TIMBER STUD

D

19X100MM 5 CROSS LAMELLA TIMBER

D

125MM WOOD-FIBRE INSULATION

D

19X100MM 5 CROSS LAMELLA TIMBER

E

19X38MM CROSS GRID BATTENS

E

19X100MM 5 CROSS LAMELLA TIMBER

E

19X38MM CROSS GRID BATTENS

F

15MM THICK PINE TAR COATED SHINGLES

F

19X100MM LARCH CLADDING

1: ARCTIC TAP BAR SPATIAL HIERARCHY

2: PRIMARY CIRCULATION

3

THE ARCTIC TAP: SECTIONAL STUDY SECTIONAL STUDY OF SPATIAL HIERARCHY WITHIN THE ARCTIC TAP AND ADJACENT CIRCULATION, SERVICES AND EXTERNAL SPACES.

58

F

E

3: SEATING/ WAITING ROOM

1

4: KEG STORE

2

5 LAMELLA 19X100MM FRICTIONALLY DOWEL LAMINATED TIMBER 125MM WOOD FIBRE INSULATION 125X50MM TIMBER BATTEN

SERVICES PIPE 12.5MM DIAMETER BEER LINES AFFIXED TO TRAYS VENTILATION PIPE 50X50MM TIMBER FRAME 8MM DIAMETER HOLES DRILLED 10MM DIAMETER DOWELS TO BE FRICTIONALLY AFFIXED INTO PLACE

BEER TAPS

BAR SURFACE

MISC SERVICES BEER LINES 19X100 MM INTERNALLY VISIBLE LAMELLA PRIMARY STRUCTURE

AIR VENTILATION

PRESSURISED CONNECTION POINTS BEER KEGS

125MM WOOD FIBRE INSULATION

SERVICE INTEGRATION THE FRICTIONALLY DOWEL LAMINATED CONSTRUCTION SYSTEM ALLOWS FOR THE CONCEALMENT OF INTEGRAL SERVICES WITHIN THE STRUCTURE USING A SIMPLE SYSTEM. THIS IS KEY FOR VENTILATION PIPES, ELECTRICS, WATER AND MOST IMPORTANTLY FOR THE ARCTIC TAP; BEER.

59

COPPER TAP FALLS

4MM COPPER VENEER 10MM DIA HARDWOOD DOWELS 20MM THICK TIMBER LAMELLA 38MM THICK TIMBER LAMELLA 8MM PRE DRILLED HOLES 38X38MM PROFILED TIMBER

20MM SHELVING

10MM DIA HARDWOOD DOWELS 8MM PRE DRILLED HOLES 8MM TIMBER LETTERING 260X260X19MM TIMBER 260X260X19MM TIMBER

38X38X712MM TIMBER SQUARE PROFILE 45O CORNER MITRE JOINT 800X150X19 TIMBER KICK BOARD 1000X100X19MM MILLED PROFILED TIMBER 50X50MM TIMBER STUD

10MM RADIUS HARDWOOD DOWELS

25X350X140MM TIMBER

25X350X1OOOMM KERF BENT TIMBER 50X50MM TIMBER STUD 8MM DIA PRE DRILLED HOLE 3MM DIA TIMBER NAIL 8MM CNC MILLED LETTERING

CNC MILLED 8MM TIMBER DETAILING

8MM CNC MILLED LETTERING 70X25X975MM KERF BENT TIMBER

10MM RADIUS HARDWOOD DOWELS

FRICTIONAL DOWEL LAMINATED PUB TYPOLOGIES ELEMENTS OF TRADITIONAL PUB TYPOLOGIES HAVE BEEN DESIGNED CHALLENGING THE USE OF HETEROGENEOUS ELEMENTS USING THE FRICTIONAL DOWEL LAMINATION SYSTEM.

60

21 20 19 18

17 16 22

15 14 13 12 11

23

10

24

9 8

25 26

7

27 28

6 5

4

3

2

1

1

ADJUSTABLE FOUNDATIONS

8

SERVICES WITHIN SERVICE VOID

15

CFDLT PREFABRICATED PANELS 5 LAMELLA

2

LARCH CLADDING

9

KEG STORE

16

19X38MM BATTENS

3

CFDLT PREFABRICATED PANELS*

10

ARCTIC TAP MAIN BAR

17

19X100 LARCH CLADDING

4

125MM WOOD FIBRE INSULATION

11

WALL MOUNTED BEER TAPS

18

CFDLT PREFABRICATED PANELS 5 LAMELLA

5

LINEAR LAMELLA PRIMARY STRUCTURE

12

19X100MM INTERNAL FINISH

19

19X38MM BATTENS

6

SERVICES COVERING/ WALL SURFACE

13

125MM WOOD-FIBRE INSULATION

20

19X38MM BATTENS

7

CFDLT PREFABRICATED PANELS*

14

125X50MM TIMBER STUDS

21

PINE TAR COATED PINE ROOF SHINGLES

*CFDLT = CROSS FRICTIONALLY DOWEL LAMINATED TIMBER

22

INSULATED OVERHANG

23

LARCH OVERHANG CLADDING

24

LARCH OVERHANG CLADDING

25

FACADE SYSTEM W/ FINS

26

GLAZED TERRACE BALUSTRADE

27

PRIMARY CIRCULATION STAIRS

28

WAITING/ PUB SEATING AREA

THE ARCTIC TAP: ASSEMBILY STUDY ASSEMBILY STUDY OF THE ARCTIC TAP AND HIERARCHY OF COMPONENTS.

61

1

2

ELECTROMAGNETIC SYSTEMS ALIGHTING/ WAITING AREA

LED INFORMATION BOARD

PLATFORM LEVEL

KEY FRICTIONAL DOWEL CONNECTION SOFFIT DRAINAGE INTEGRATED IN PROFILE

1

TOP FIXING

KEY FIXING: EUROLOOP TUBE TO PLATFORM: STEEL TO TIMBER

USING FRICTIONALLY WELDED DOWEL CONNECTIONS TURNING THE EUROLOOP TUNNEL INTO A FLITCH LIKE CONNECTION. THE CONNECTION FACILITATES DRAINAGE AND FROM PLATFORM SIDE THERE IS AN ALL TIMBER AESTHETIC.

EUROLOOP TUBE PROFILE

EUROLOOP PLATFORM EXPLORATION INTO KEY CONNECTION BETWEEN STEEL EUROLOOP TUNNEL AND TIMBER BUILDING. THIS CONNECTION IS KEY TO THE ARCTIC TAP AND SERVES AS THE MEETING POINT BETWEEN TROMSÃ&#x2DC; AND NATIONAL AND INTERNATIONAL VISITORS.

62

2

BOTTOM FIXING

KEY FIXING: EUROLOOP TUBE TO PLATFORM: STEEL TO TIMBER

THIS KEY CONNECTION UTILISES RESEARCH INTO FLITCH PLATE CONNECTIONS IN ORDER TO USE TIMBER FRICTIONALLY WELDED DOWEL CONNECTIONS TO CONNECT THE EUROLOOP TUBE TO THE ARCTIC TAP PLATFORM AREA.

EUROLOOP TUBE PROFILE

EUROLOOP TUNNEL

1 DRAINAGE STRATEGY

2

DRAINAGE GUTTER

RECESSED LIGHTING STRATEGY RECESSED CASING

1 3

3 LED STRIP LIGHT

INTEGRATED ACOUSTIC STRATEGY INTERNAL AESTHETIC

WOOD FIBRE ACOUSTICS TIMBER PROFILE

SNOW ACTS AS AN INSULATING LAYER, PROVIDING ADDITIONAL INSULATION IN MONTHS WHERE NECESSARY. INTEGRATED ACOUSTICS CONTROL NOISE LEVELS

PINE TAR COATED ROOF PROVIDES WATERPROOF COATING TO BUILDING OVERHANG PREVENTS THERMAL GAIN BY BLOCKING HIGH ANGLE SUNLIGHT SNOW GUARDS INTEGRATED INTO ROOF INSULATED OVERHANG PREVENTS SNOW MELT FROM FACADE HEAT LOSS AND ICICLES FORMING

ROTATING FACADE FINS OPTIMISE LIGHTING CONDITIONS WITHIN THE INTERNAL SPACES SKYLIGHT DRAWS LIGHT INTO DARKER SPACES

2

PINE TAR COATED ROOF PROVIDES WATERPROOF COATING TO BUILDING INTEGRATED LIGHTING SOLUTION AUTOMATICALLY VARIES ACCORDING TO LIGHT CONDITION INSULATED OVERHANG PREVENTS SNOW MELT FROM FACADE HEAT LOSS AND ICICLES FORMING

ROTATING FACADE FINS OPTIMISE LIGHTING CONDITIONS WITHIN THE INTERNAL SPACES

ELEVATED BUILDING ALLOWS INSULATING SNOW TO FORM UNDERNEATH

ADEQUATE INSULATION PREVENTS SNOW MELT UNDER BUILDING UNDERFLOOR HEATING SYSTEM PROVIDES A CONSISTENT AND LOW ENERGY SOLUTION TO HEATING THE ARCTIC TAP

SNOW ACTS AS AN INSULATING LAYER, PROVIDING ADDITIONAL INSULATION IN MONTHS WHERE NECESSARY.

ENVIRONMENTAL SECTIONAL STUDY STUDY OF KEY SECTION AND ITS ENVIRONMENTAL FEATURES THAT ENABLE THE ARCTIC TAP TO PERFORM IN A REGION OF CLIMATIC EXTREMITIES.

63

5.

FINAL DRAWINGS

64

65

66

67

A1

A2

A3

C1

D1

D2

D3

D4

D5 D6 D7 D8 D9 D10 D12 D13 D14 D15 D16

B1

68

B2

B3

D17

D18

A1: ENTRANCE A2: TICKET DESK A3: TICKET INFORMATION BOARD B1: EXTERNAL TERRACE B2:INTEGRATED TABLE B3: INTEGRATED BENCH C1: EUROLOOP TUNNEL EXCAVATED D1: INTEGRATED SEATING AREAS D2: MACK MASCOT POLAR BEAR EMBOSSED INTO TIMBER D3: PRIMARY CIRCULATION STAIRCASE D4: MACK BRANDING OPPORTUNITY D5: PINE TAR COATED TILES D6: ROOF BATTENS D7: 5 X CROSS FRICTIONALLY DOWEL LAMINATED LAMELLAS D8:125MM WOOD FIBRE INSULATION D9: 19X100 LAMELLA INTERNAL LAYER D10: CHALKBOARD

E1 E2

E3

E4

E5

D11: BEER DISPLAY BLACKBOARD D12 PRIMARY LINEAR LAMELLA STRUCTURE D13: 100+ MACK BEERS ON OFFER D14: BAR COUNTER TOP D15: COPPER FALLS D16: BAR KICK BOARD D17: MACK BRANDING OPPORTUNITY ON GLAZING D18: EXTERNAL TERRACE E1:EUROLOOP TRAIN E2: PLATFORM EDGE WARNING E3: LIGHT VARIABLE FACADE FINS E4: PLATFORM E5: EUROLOOP DEPARTURE BOARD E6: TOPOGRAPHICALLY VARIABLE FOUNDATION SYSTEM F1:MACK BARREL DELIVERED BY BOAT F2: JETTY FOR PLEASURE CRAFT F3: MACK EXECUTIVE YACHT

E5

F1

F2

F3

69

70

71

6.

GENERAL ARRANGEMENT DRAWINGS

72

73

00

01

02

03

04

05

02

03

04

05

00

GA

SE CT ION

A

01

02

03

04

05

06

07 00

GA PLAN; ROOF PLAN 1:200@ A2 THE ARCTIC TAP, TROMSÃ&#x2DC;, NORWAY

74

01

06

07

08

09

10

SE CT IO N

B

00

GA

01

02

03

04

05

06

N

0 06

07

5000

10000 08

15000

20000 09

25000

07 10

75

00

01

02

03

04

05

00

GA

SE CT ION

A

01

02

03

04

0

03

01

02

06

04

05

05

06

07 00

GA PLAN; GROUND FLOOR 1:200@ A2 THE ARCTIC TAP, TROMSÃ&#x2DC;, NORWAY

76

01

02

03

04

05

06

07

08

09

10

GA SE CT ION B

00

01

02

03

07

04

05

06

01 PATHWAY TO SITE

04 ARCTIC TAP MAIN BAR

02 TICKE HALL

05 TERRACE

03 TICKET DESK

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85

All work produced by Unit 14 Unit book design by Charlie Harris www.bartlett.ucl.ac.uk/architecture Copyright 2019 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.

86

UNIT @unit14_ucl

87

M O D E R N C O U R A G E

2019

A

t the center 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, will generate new and unprecedented, viable and spectacular proposals. They will be beautiful because of their intelligence - extraordinary findings and the artful integration of those into architecture.

Inspired by the audacity of the modernist mind the unit’s work aspires to reinstate the designer’s engagement with all aspects of our profession.

Observation and re-examination of every aspect of current civilizatory development enables to project near future scenarios and positions the work as avant garde in the process of designing a comprehensive vision for the future.

Societical, technological, cultural, economic as well as political developments propel the investigations with a deep understanding of how they interlink to shape strategies and astute synthesis to determine a design approach.

We believe in the multi-objectivity of our design process, where the negotiation of the different objectives becomes a great source of architectural novelty and authorship. We will fight charlatanism with the aid of practical experimentation, scientific knowledge and technology. We find out about how human endeavour, deep desire and visionary thought interrelate as well as advance cultural and technological means while driving civilisation as a highly developed organisation. The underlying principle and observation of our investigations will be that futurist speculation inspires and ultimately brings about significant change. Supported by competent research the work is the search for modernist courage aiming to amplify found nuclei into imaginative tales with architectural visions fuelled by speculation.

Thanks to: RSHP, Zaha Hadid Architects, DKFS Architects, Heatherwick Studio, Amanda Levete Architects, Seth Stein Architects, Cundal Engineering, DaeWha Kang Design, Uni Stuttgart ITKE

UNIT 14 @unit14_ucl

All work produced by Unit 14 Unit book design by Charlie Harris www.bartlett.ucl.ac.uk/architecture Copyright 2019 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.