Third Year Architecture Project "Mending the Broken Spirit"

Mending The Broken Spirit

Shanaire Blythe 1

Content Page

Concept

p.3 -­ 4

Initial Planning

p.5 -­ 6

Massing Iterations Structural Integration

2

p.7 -­ 13 p.13 -­ 15

Construction Detailing

p.16

Environmental Analysis

p.17 -­ 18

Elevation Treatment

p.19 -­ 21

Program

p.22 -­ 25

Final Resolution

p.26 -­ 32

Visuals

p.33 -­ 38

Concept

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3

Cinema Proximity to Longton

Site region Vue Cinema

Forum Theatre

The Square, High St, Newcastle Under Lyme, Newcastle , ST5 1PT

Bethesda St, Stoke-­On-­Trent , ST1 3DW

4.2 Miles from site

3.0 Miles from site

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Film Theatre

Staffordshire Reels on Wheels

College Rd, Stoke-­On-­Trent , ST4 2EF

33, Meigh Rd, Werrington, Stoke-­ On-­Trent , ST9 0JY

2.6 Miles from site

2.8 Miles from site

As Longton is a place where the people acts not as a FRPPXQLW\ EXW DV LQGLYLGXDOV WKLV FUHDWHV D GLVFRQQHFWLRQ within the community, which is preventing them to strive forward.

Odeon Cinema Marina Way, Festival Park, Stoke-­On-­Trent , ST1 5SN 3.6 Miles from site

As Longton is a town the feeling is that it should have it’s own cinema so that the surrounding community can utilise the facility HQDEOLQJ WKHP WR FRPPXQH ZLWK RQH DQRWKHU DV WKLV LV D SODFH RI VRFLDOLVLQJ DFWLQJ DV D QRGH ZLWKLQ WKH WRZQ 7KLV SUHYHQWV as shows the need to venture to other town for this facility, as from my research the town want to preserve it’s identity rather than relying on other towns.

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As this disconnection is down to the lack of social LQWHUDFWLRQ EHWZHHQ WKH ORFDO RI /RQJWRQ EXW LQFUHDVLQJ this interaction, longton can regain it self as a working community once more.

FUNCTIONAL BRIEF

Initial Planning

Film Making Process

You are required to respond to and challenge the following functional brief. This will act as a continuum across the year group within which you are able to test your proposals, and generate your own schedule of accommodation. You do not need to meet the areas stated exactly; if you can justify why you are acting against the brief, you can contradict it at all levels.

However, you should bare in mind the project drivers, with particular reference to the following: > relationship or tension between public/private > relationship or tension between formal/informal

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Initial Schedule of accommodation COMPULSORY ACCOMMODATION FUNCTION Foyer

AREA (m2) 300

Building Services

250

Utility Space

150

Administrative Space

200

Expo/workspace

250

Circulation

550

External public realm External service space TOTAL

800 -1200 300 2800-3200

DETAILS >main access to public areas and possibly private. >reception >informal breakout/expo space 150 m2: biomass boiler plant room 100m2: refuse 50 m2: facility storage (cleaners, furnishings) 30 m2: services (network servers/meters) 70 m2: WC – male, female, disabled, possibly to include shower provisions 50 m2: office 40 m2: reception 40 m2: business development office 10 m2: meeting room 1 10 m2: meeting room 2 20 m2: meeting room 3 30 m2: meeting room 4 linked to business units as communal large scale/prototype workspace and use for relevant activities – you must determine these.

Stairs/lifts/corridors/balconies (approx. 80% efficiency of main space) Can be subdivided Deliveries, parking, refuse area etc.

Visual Effects

Computer Graphics

Green screen Room Animation

Rendering

Modelling

You must then select one of the optional accommodation schedules to add to the compulsory schedule above: OPTION 1 FUNCTION Business units x 15

AREA (m2) 850

Resource Spaces

500

TOTAL

1350

DETAILS 20 m2 x 5: small 50 m2 x 5: medium 100 m2 x 5: large 350 m2: manual workshop / lab 50 m2: digital workshop / lab 75 m2: AV labs 25 m2: reprographics

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0DNLQJ WKHVH /R À SURMHFWRUV DV D IRUP RI community engagement, required a workshop Cinema/Theatre to watch the productions

OPTION 2 – determine details of this schedule area with your tutor.

FUNCTION AREA (m2) DETAILS D6-1 Trading Infrastructures 1000-1500 Integrate your conceptual proposal, which was developed in D6-1. This will be determined as a response to your studio’s design approach and themes.

TOTAL 1000-1500

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3XEOLF Foyer Expo/workspaces ([WHUQDO 3XEOLF UHDOP External service spaces Cafe 3XEOLF HQWUDQFH Utility spaces

Private Building Services Administrative spaces Utility spaces External service spaces Staff entrance

Drama Sector for Acting

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The 5 processes of Film making Development

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CG With CG comes four additional rooms (Animation, Modelling, Digital art, and printing

Adjacency diagram to give an indication to which room I would like to place together

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Organogram showing the edited schedule of accommodation

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Total area = 1877.5m2

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47.3m

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The mass represents four evenly GLVWULEXWHG VWRULHV LW WKH EXLOGLQJ ZDV WR EH RQH PDVV ULVLQJ IRXU stories. This is to do with, that the total schedule of accommodation adds up to a footprint of 3668m2.

To do this type of massing, I’ll cutting out the rooms at a 1-­500 scale, and organising them in a way WKDW , ÀQG ZRXOG EH EHQHÀFLDO WR WKH EXLOGLQJ SURFHVV 7KHQ WKH PDVVLQJ ZRXOG EH FXW RXW JDLQ DQG fastened with glue to give an indication of the overall form

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Iteration 1 Generated From

Showing the individual pieces used to generate the form

Iteration 4 Generated Form

The form greats a very strong frontage onto Caroline street, and quite to SHGHVWULDQV FDQ EH TXLWH LQWLPLGDWLQJ

This one also moved away from the heavy fronted form and rather than having a compact U shape, it’s a lot

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Iteration 2 Generated Form

Iteration 5 Generated Form

Looking at the way the form is I can get some interesting cantilevers internally to the structure. With iteration 2,

As with some of the previous I tried WR KLQW DV WR ZKDW WKH EXLOGLQJ PLJKW look like if it’s full skin was on. This PDVVLQJ KDV JRQH EDFNZDUGV LQ , FDUULHG RQ WKH GXDO KHLJKW VSDFH IRU WKH FLQHPD EXW LQVWHDG RI KDYLQJ LW LQ WKH EDVHPHQW UHJLRQ ,¡P PDNLQJ LW PRUH YLVLEOH VWDUWLQJ IURP WKH ÀUVW à RRU WR WKH JURXQG making the room quite cellular as without say is something I was trying to prevent, as , DOVR WULHG WR NHHS WKH SXEOLF GRPDLQ WR WKH ÀUVW WZR à RRUV ZLWK WKH UHVW LQFOXGLQJ WKH LW PDNHV IRU DQ XQFRQIRUPDEOH ZRUNLQJ HQYLURQPHQW EDVHPHQW EHLQJ SULYDWH 7KLV LQ VRPH ZD\ LV FUHDWLQJ D KLHUDUFKDO VWUXFWXUH ZLWKLQ WKH EXLOGLQJ

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Moving away from the heavy frontage LGHD WKLV FUHDWHV D VOLJKWO\ FRQÀQHG VSDFH 7KH ZD\ WKH EXLOGLQJ FUHDWHV this U shape, gives the impression of a central atrium, which will allow good use of natural light, lighting the rooms that around WKH DWULXP :LWK WKLV PDVVLQJ WKH EXLOGLQJV GR UHPDLQ VKDOORZ SODQ EXW LQ FHUWDLQ DUHDV \RX JHW OLNH URRP EUHDNLQJ RII LQWR RWKHU URRPV ZKLFK GRHVQ¡W DGG JRRG ÀUH VDIHW\ which is something that would need some consideration.

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Curtain wall glazing

External vertical Circulation

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Lift shaft

It is noted that the section was taken in the least pleasing are, as you can see it cuts through the walls on certain sections with the GRRUV EHLQJ KLJKOLJKWHG

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Pixar Head Quarters

Eye Film Museum

Architect: Bohlin Cywiniski Jackson Year: 2000 Location: Emeryville, California, United States

Architect: Delugan Meissl Associated Architects Year: 2005 – 2011 Location: Shell Terrain, Amsterdam, The Netherlands

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Using Pixar atrium idea, in applying it to my design, I’ll start out with a cylindrical shape to represent the area circulation, with the room dotted around . The Progression of the form is shown on the sheet.

It also has the feel as it the circulation starts small, then in the middle its enlarges and them tappers down at the top.

Multipurpose atrium Rooms springing off the sides of the atrium

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+DYLQJ WKH VWDLUV ÀQLVK RQ WKH The cafe servery area is VLGH RI WKH EXLOGLQJ LV DGGLQJ too small along with the to it as some contrast internal eating space.

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L62

550

330 330

375

440

500

500

325

440

510

L36 Carrara

P60

370

Carrara

200

460

555 200

L62

550

460

Carrara

L62

550

460

Carrara

330

330

440

500

500

L36

460

Carrara

P60

370

Carrara

510

555 200

L62

550

460

Carrara

440

arsal

330

555 P60 Carrara

he

Re ure/ Lect e Spac

370

500

440

Lift

WC 460

Modelling

ept Conc _2 Room WC Carrara

Digital Art

ept Conc _1 Room

375

Cinema

Pod

325

Animation Control Room

$V WKLV LV D VWUDLJKW OLQH LW MDUV D ELW ZLWK WKH ZDOO RQ WKH RSSRVLQJ VLGH But angling this entrance like the previous would give the impression RI WKH FLQHPD FRPLQJ RXW HYHQ PRUH $OVR LW RIIHUV EH EHWWHU YLHZLQJ E\ SHGHVWULDQV RI HYHQ IURP WKH WUDLQ ZLWKRXW WKH VLWH ZDOO EHLQJ WRR REVWUXFWLYH

External Seating

CG_Studio

Interior Seating

ting Mee Room

r

cto Dire e Offic

L

TIL

WC

ESTCODE

ESTCODE

200

P60 Carrara

L62

550

460

Carrara ED OC TSE

330 500

555

200

P60

370

Carrara

Carrara

370

P60

555 L62

550

460

Carrara

L62

550

460

Carrara

Kitch

375

500

330

440

500 325

440

L36 Carrara

P60

510

L62

550

460

Carrara

L62

550

460

Carrara

Carrara

460

555

200

200

370

TILL

440

en

200

Servery

330

375

330

325

330

440

500

500

510

L36 Carrara

P60

370

Carrara

460

555

200

L62

550

460

Carrara

Control Room

7KH PDWHULDO RI WKH FLQHPD LV WR EH D 39& PDWHULDO WR HQDEOH XVLQJ WKH OLJKW IURP WKH VN\OLJKW WR UHOLJKW WKH LQQHU VSDFH PDNLQJ LW EHWWHU OLW through diffuse lighting.

Cinema

Lift

440

E

330

555

FRIDG

Interior Seating

TILL

Staff Room

ESTCODE

ESTCODE

200

P60 Carrara

L62

550

460

Carrara

TILL

ting Mee Room

tor Direc Office

WC

WC

TILL

370

P60 Carrara

External Seating

e

g Stora

555

Preparation Area

370

500

440

On this level I’ll also have an open air cinema, giving the LQGLYLGXDO D OLQN EDFN WR WKH external environment.

L

TIL

555

TIL

370

L

WC

Staff Room

ED OC TSE

330 500

555 200

P60

370

Carrara

Carrara

370

P60

555 L62

550

460

Carrara

L62

550

460

330

375

500

330

440

500

325

440

L36 Carrara

P60

510

L62

550

460

Carrara

L62

550

460

Carrara

Carrara

460

555 200

200

370

TILL

440 200

n

Kitche

Carrara

Servery

375 330

325

330

440

500

500

510

L36 Carrara

P60

370

Carrara

460

555 200

L62

550

460

Carrara

440 555

FRIDGE

330

P60 Carrara

440

Preparation Area

370

500

e Storag

Now having a large skylight for lighting the intermediate space, PLPLFNLQJ WKH YRLG FUHDWH EHORZ E\ WKH ÀUVW à RRU ZDON ZD\

Roof Cinema

Open air cinema now more relaxed with deck chair rather than rigid cinema seats $V WKH EXLOGLQJ LV DSSHDUHG WR EH deep plan I would need a skylight to help allow light into the intermediate spaces.

Cafe

Carried the green roof idea along to the next stage Green roof around the rim for the work rooms to help give them thermal comfort

11

Structure Integration Type of Structure: Frame

Type of Structure: Frame

Material: Reinforced Concrete

Material: 6WHHO )UDPH ZLWK SHUIRUDWHG EHDPV

7KH W\SH RI VWUXFWXUH LV SXW WRJHWKHU XVLQJ FRQFUHWH FROXPQV ZLWK FRQFUHWH EHDPV FDVW RQ VLWH FUHDWLQJ RQH IRUP PDNLQJ WKH VWUXFWXUH PRUH VWDEOH HVSHFLDOO\ DJDLQVW ZLQG ORDGLQJ ZLWK RXW WKH QHHG RI FURVV EUDFLQJ OLNH VWHHO IUDPH VWUXFWXUHV

7KLV W\SH RI VWUXFWXUH LV PDLQO\ FRQVWUXFWHG XVLQJ ZRUNVKRS DQG VLWH FRQQHFWLRQV :RUNVKRS EHLQJ WKH SUH ZLHOGLQJ ZKLFK LV ÀQLVKHG ZLWK VLWH FRQQHFWLRQ ZLWK WKH XVH RI EROWV

7KH UXOH RI WKXPE IRU WKH VSDQ WR GHSWK UDWLR RI FRQFUHWH LV DV HTXDWHG IURP WKH JXLGDQFH WDEOH

6WHHO IUDPHV IROORZV TXLWH D VLPLODU UXOH RI WKXPE WR FRQFUHWH ZKLFK PHDQV WKH VSDQ WR GHSWK UDWLR LV TXLWH VLPLODU DORQJ ZLWK WKH VSDFLQJ EHWZHHQ WKH PHPEHUV 7KLV PHDQV IRU URXJKO\ WKH VDPH FROXPQ DUUDQJHPHQW DV IRU FRQFUHWH

Thickness Self weight PP

(kg/m2

100 120 150

Imposed Load (kg/m2

Total Load (kg/m2

Spam P

500 500 500

740 800 860

2.4 3.0 3.6

240 300 360

With this steel frame I would propose to use a perforated steel EHDP $V LW ZRXOG PDNH WKH VWUXFWXUDO PHPEHUV OLJKWHU WKDQ LQ concrete.

6ROLG :HE

Void

$SSO\LQJ WKLV VWUXFWXUH WR P\ EXLOGLQJ , ZLOO EH XVLQJ WKH PP VODE ZLWK D PD[LPXP VSDQ RI P 0D[LPXP VSDQQHG QHHGV WR EH FRQVLGHUHG DV WKH LQFUHDVHV ZKLFK ZLOO DIIHFW WKH à RRU WR FHLOLQJ KHLJKW 7KH SODQV VKRZ WKDW XVLQJ WKH PP GHSWK ZRXOG FUHDWH WRR PDQ\ FROXPQV ZLWKLQ WKH EXLOGLQJ 0DNLQJ WKH EXLOGLQJ IHHO FHOOXODU DQ quite restricted in it’s circulation.

7KH YRLGV VKRXOG EH FXW DORQJ WKH QHXWUDO DQJOH WR DOORZ HYHQ GLVWULEXWLRQV ZLWK WKH PHPEHU The area highlighted LQ WKH OLJKW EOXH LV D 8 meters in length and would require EHLQJ FDQWLOHYHUV for the roof support.

Structural plan of my EXLOGLQJ DSSO\LQJ WKH 3.6 m span from column WR FROXPQ EHDPV EOXH FROXPQV UHG

$V FRQFUHWH KDV OLWWOH WHQVLOH VWUHQJWK LW QHHGV WR EH UHLQIRUFHG WR UHVLVW WKH LQGXFHG WHQVLOH VWUHVV 7KLV VKRZV WKH LQFUHDVHG GHSWK RI WKH FRQFUHWH EHDPV ZLWK WKH LQFUHDVHG VSDFLQJ 7KH\ RIIHU PRUH IUHHGRP RI FLUFXODWLRQ WR WKH LVVXH RI WKH URRI EHDPV EHFRPLQJ EORFN OLNH

Like how concrete frames can get chunky when start placing the columns WRR FORVH WRJHWKHU EXW ZLWK WKH VWHHO IUDPH WKLV PRUH HDVLO\ GRQH DV WKH PHPEHUV WKLQQHU Looking how the steel frame would connect on to the concrete EDVHPHQWV DV WKH FRQFUHWH IUDPH DQG EDVHPHQW FRXOG EH IRUPHG WRJHWKHU 7KH RWKHU RSWLRQ ZRXOG EH WR FRQQHFW WKH FROXPQ WR WKH SLOH IRXQGDWLRQ DQG WKHQ HQFDVH LW LQ D FRQFUHWH EDVHPHQW ZLWK WKH VWHHO acting as reinforcement.

I section column

Binders

Under goes compression in WKH XSSHU ÀEUHV

$QFKRU EDU WR SUHYHQW FUDFNLQJ IXQFWLRQLQJ as lateral reinforcement

:HE 3RVW

Top Tee

Column to column connection using same KHLJKW FROXPQV )RU D PRYH HYHQ GLVWULEXWLRQ RI loads

Bottom Tee Holding Bolts RC Basement 0DLQ 5H EDUV

Column

$QJOHG EDU LQ WKH EHDP WR UHVLVW shear loads

RC section 300x300

Under goes tension in the upper ÀEUHV

6WHHO EDVH SODWH EROWHG DQG JURXWHG WR WKH 5& EDVHPHQW

0DLQ EDUV

Binders

12

Fish plates wielded to WKH ERWWRP DQG EROWHG to the upper to create D ERQG EHWZHHQ WKH two columns

7KH ORFDO FDUU\LQJ FDSDFLW\ RI D SHUIRUDWHG EHDP LV OLPLWHG E\ WKH VKHDU VWUHQJWK RI WKH ZHE SRVW WRS DQG ERWWRP WHH

As this is a steel frame, it would need. Bracing in order to counter wind loadings.

8SSHU Ă RRU VODE DQG EHDP

This shows the increased depth of the concrete EHDPV ZLWK WKH LQFUHDVHG VSDFLQJ 7KH\ RIIHU PRUH IUHHGRP RI FLUFXODWLRQ WR WKH LVVXH RI WKH URRI EHDPV EHFRPLQJ EORFN OLNH

:HE FOHDWV ZLHOGHG WR ERWWRP FROXPQ DQG WKHQ EROWHG WR WKH DERYH

6WDUWHU EDUV RC Pile Foundation

As columns are constructed in storey heights this means that the reinforcement PXVW EH ODSSHG WR SURYLGH structural continuity. This lapping helps with the WUDQVIHU RI ORDGV EHWZHHQ WKH EDUV ZLWKRXW DQ\ cracking of the concrete.

:LQG 'LUHFWLRQ WR EUDFH diversion 7KH ORZHU SDUW RI WKH EUDFH LV XVXDOO\ LQ WKH RSSRVLQJ GLUHFWLRQ RI WKH wind load rooting the energy.

This shows the use of GLDJRQDO EUDFH ZKLFK is also used as lateral support.

Structure Integration

Precedents

Type of Structure: Frame

Project:-­ The Unidad de Innovación, Aprendizaje y Competitividad

Material: 6WHHO )UDPH ZLWK ODWWLFH EHDPV

This Precedent uses a closely compacted concrete frame system, PDNLQJ DOPRVW OLNH D ULE VWUXFWXUH 7KH ZRXOG RIIHU JUHDW VXSSRUW ZKHQ laterally joined.

7KLV W\SH RI VWUXFWXUH EHFDXVH LW XVHV D ODWWLFH 7UXVV W\SH RI EHDP WKLV PHDQV WKDW WKH FROXPQ VHSDUDWLRQ FDQ LQFUHDVH WR VSDQ GLVWDQFHV JUHDWHU WKDQ PHWHUV ZLWKRXW WKH GHSWKV EHFRPLQJ WRR FKXQN\

As these are suited for long space, the only down fall is that it can only support light to moderate loads. $V VXSSRVH WR WKH SHUIRUDWHG , EHDPV XVLQJ WKH WUXVV EHDPV ZRXOG HVVHQWLDOO\ PDNH WKH URRI OLJKWHU UHGXFLQJ WKH VWUXFWXUDO GHDG ORDG even more. Than if concrete was used.

As trusses can span distances greater than 15m easily, especially for supporting long span roofs, this means making the walkway near IUHH RI FROXPQV ZRXOG EH SRVVLEOH LI WKLV V\VWHP ZDV XVHG 7KH W\SH RI WUXVV WKDW ZRXOG EH XVHG LV D 3UDWW WUXVV DV WKHVH DUH JRRG IRU ZKHQ WKH SUHGRPLQDQW load acting is gravity.

35%

&RQFUHWH IUDPH FUHDWLQJ D GRXEOH height auditorium space, even with WKH LQFUHDVHG EHDP GHSWK

Project:-­ Arthouse at the Jones Centre

The concrete frames span a distance of 23 meters without any supporting columns.

7KLV ZRUNV JUHDW IRU GRXEOH KHLJKW VSDFH DV WKH GLVWDQFH ZRXOG FDXVH WKH EHDP depth to increase to roughly a meter.

This precedent demonstrates the use of trusses to attain a work space free of columns. This uses a pitches truss, which has a high centre and a more tapered edge.

55%

:KHQ GHVLJQLQJ DQG XVLQJ WUXVV LW¡V FRQVLGHUHG WR EH JRRG SUDFWLFH WR PDNH WKH HOHPHQWV inclined at 35 and 55 unless other wise stated. As these aren’t used for a means of circulation like Milstein hall, then following this standard isn’t an issue.

Final Comparison In comparison to concrete steel is 100 times stronger when in tension and FDQ EH VWUHWFKHG WLPHV PRUH WKDQ FRQFUHWH EHIRUH IDLOLQJ &RQFUHWH FDQ JHW WKLV VWUHQJWK WUXH WKH PHDQV RI UHLQIRUFHPHQW EXW QRW ZLWK WKH FRVW RI PDNLQJ WKH EXLOGLQJ TXLWH EORFN OLNH (VSHFLDOO\ ZKHQ WKH means of cantilevered spans come into play.

Steel frame for supporting WKH FRQFUHWH Ă RRU DQG VHFRQGDU\ Ă RRU EHDPV

2QH LVVXH ZLWK WKH FRQFUHWH ZRXOG EH WKH FRQQHFWLRQ EDFN WR WKH VWHHO IUDPHG FLQHPD VWUXFWXUH 7KH RQO\ ZD\ LW FDQ EH DFKLHYH LV E\ EROWLQJ D VWHHO EHDP IURP WKH FLQHPD WKDW ZRXOG WKHQ EH EROWV WR WKH FRQFUHWH FROXPQ DOORZLQJ WKH VHFRQGDU\ URRI VXSSRUWV WR EH DGGHG %XW ZLWK WKH VWHHO IUDPH LW¡V FDQ HDVLO\ E\ EROWHG PDNLQJ WKH PDWHULDOLW\ D FRQWLQXRXV à RZ UDWKHU EHLQJ EURNHQ DV WKH FRQFUHWH IUDPH The chosen structure type for this design is steel framed. It would incorporate WKH XVH RI WKH WUXVV V\VWHP DQG WKH SHUIRUDWHG EHDPV &RPELQLQJ WKH WZR FUHDWHV WKLV K\EULG VWUXFWXUH XVLQJ WKH SHUIRUDWHG EHDPV as the main load carriers and the truss for the roof support giving a change RI G\QDPLF WR WKH URRI VWUXFWXUH DV WKLV ZLOO EH LQWHQWLRQDOO\ EH OHIW H[SRVHG

The concrete which is good in compression, especially when reinforced ZLWK VWHHO PHPEHUV VSDQV WKH WKUHH VWRUH\V ZLWKRXW RXW DQ\ DGGLWLRQDO EUDFLQJ DV FRQFUHWH LW VHOI QDWXUDOO\ SURYLGHV UHVLVWDQFH WR ZLQG ORDGLQJ

13

Structure Integration Structural Bay at 1-­50

4900 mm

7KH VSHFLĂ€F W\SH RI WUXVV XVHG LV WKH Pratt truss, as they are good when the majority load acting is gravity, DQG ZLWK WKLV FDQWLOHYHU LV ZLOO EH

7KLV EHLQJ WKH OLJKWZHLJKW VLGH RI WKH URRI WKH ÀQLVKLQJ RI WKH URRI ZRXOG LQFOXGH D DFRXVWLF DEVRUEHUV DORQJ ZLWK D SHUIRUDWHG steel decking to prevent echoing.

The grid lines change as you move around WKH EXLOGLQJ GXH WR the change in the XVH RI WKH GRXEOH height space.

7KLV VLGH RI WKH URRI ZLOO EH heavier then the rest as it is supporting the green roof element of the design.

+7600.00 Roof

'LDJRQDO EUDFLQJ WR KHOS resist wind loading and any lateral swaying of the EXLOGLQJ

The roof uses purlin trusses as the secondary supporting trusses, WKDW LV FRQQHFWHG EDFN WR WKH main truss sending the loads to the respective columns.

Exposed concrete topping Ă RRU VODE RQ WKH VWHHO decking as a live load WUDQVIHU EDFN WR WKH PDLQ structure +3800.00 First

7KLV P VSDQ ZRUNV ÀQH IRU this type of truss with its dead weight and rain as live load it ZRXOG KDYH WR ZRUU\ DERXW leaving the roof remaining light.

The cinema is made from a self supporting steel truss separate IURP WKH EXLOGLQJ EXW MRLQ DW WKH roof line to create a continuous envelope, to prevent and cold EULGJLQJ

It also makes the roof more EUHDWKDEOH KDYLQJ LWV DSSHDU light with it’s secondary PHPEHUV

This 2.7 m cantilever was done to leave the space underneath free of columns, using them to PRUH GHĂ€QH WKH FLUFXODWLRQ space.

3HUIRUDWHG , VHFWLRQ EHDPV

6HFRQGDU\ EHDPV EROWHG WR WKH VROLG ZHEELQJ RI WKH SHUIRUDWHG EHDP 0.00 Ground

7KH &LQHPD XVHV D à RRU WR ceiling height truss making it’s self supporting and rooted.

It away can reduce on the DPRXQW RI VWHHO PHPEHUV DV LW makes the internal space free of any columns.

Supporting Steel deck for FRQFUHWH WRSSLQJ VODE PP

5HLQIRUFHG FRQFUHWH EDVHPHQW acting as a reinforcing wall for the surround soil, with a still frame encased within the concrete, acting as reinforcement aside IURP WKH UH EDUV XVHG

This 7.7m span is need for this green room space, as it needs WR EH IUHH FROXPQV DQG DOVR relatively light in the roof. By NHHSLQJ WKH VSDFH DERYH RQO\ for circulation

EDVHPHQW The chosen foundation is piled, the choice came when looking at the ground investigation around the site. Which shows a predominate EXLOG RI FOD\ DQG VLOW

14

Pile cap for joining the column DQG WKH SOLHV [ PP

Construction Detail

15

Environmental Analysis

16

17

Elevation Treatment

The Italian pavilion is made using I I.light transparent concrete. This type of transparent concrete uses resin to allow the transfer of light through from one side of the material to the other. , DOVR IRXQG DQRWKHU W\SH RI WUDQVSDUHQW FRQFUHWH PDQXIDFWXUHG E\ D FRPSDQ\ FDOOHG /L7UD&RQ /XFFRQ DQRWKHU FRPSDQ\ WKDW XVHV ÀEUH RSWLF IRU WUDQVSDUHQW FRQFUHWH WDNLQJ WKH QDPH IURP OLJKW WUDQVPLWWLQJ FRQFUHWH 7KLV IRUP RI WUDQVSDUHQW FRQFUHWH XVHV ÀEUH RSWLF IRU WKH WUDQVIHU RI OLJKW IURP RQH VLGH RI WKH PDWHULDO WR WKH other. The advantage to this than the previous is that you can create more organic VKDSHV DQG IRUP ZLWK WKH ÀEUHV DV WKH OLJKW WKH UHVWULFWHG WR WKH PRYHPHQW WKURXJK WKH WXEHV

$Q H[DPSOH RI ÀEUH RSWLFV WUDQVSDUHQW FRQFUHWH LOOXVWUDWLQJ WKH VSDFH GHÀQLQJ properties.

7KLV LQVWDOODWLRQ EUHDNV XS WKH RULHQWDWLRQ RI WKH SDQHOV E\ VWDJJHULQJ WKH RIIVHW PDNLQJ WKH image on the reverse seems more in motion. Like how the material creates these silhouettes, WKH\ FDQ EULGJH WKH OLQN RQ WKH H[WHUQDO PDNLQJ WKH LQWHUQDO DFWLYLW\ EHFRPH PRUH SURPLQHQW with only hinting at the activity.

0L[LQJ EULFN ZLWK FRQFUHWH WR NHHS WKH HOHYDWLRQ LQ FRQWH[W ZLWK D WZLFH E\ WKH texture that it would create on the front of WKH EXLOGLQJ

The purple line represent the glazing line under the cinema. I tried to replicate this on the other side with the glazing continuing the line down to the ground.

With the facade I wanted it keep in context with the area, I a way representing it surrounds VR LW GRHVQ¡W EHFRPH VRPHWKLQJ RI FRQWUDVW

$ ' &RPSXWHU PRGHO XVHG WR WHVW WKH RYHUDOO IHHO RI WKH EXLOGLQJ LQ XVLQJ WKLV W\SH RI FODGGLQJ ,W DOVR VKRZV WKH SUHYLRXV GLDJRQDO UXQ WKDW ZDV LQĂ XHQFHG E\ WKH FLQHPD interrupting the glazing.

+DYLQJ WKH JOD]H IURQWDJH RQ WKLV ULJKW VLGH LW HQDEOH SHGHVWULDQ ZDONLQJ WRZDUGV WKH EXLOGLQJ WR VHH WKH cinema how it looks internally also while seeing it SURWUXGLQJ IURP WKH EXLOGLQJ

, FDPH DFURVV ,WDO\¡V 3DYLOLRQ IRU WKH ([SR LQ 6KDQJKDL 7KLV EXLOGLQJ KDV P\ LQWHUHVW DV WKH EXLOGLQJ XVHV WUDQVSDUHQW FRQFUHWH IRU LW¡V EXLOGLQJV IDFDGH

/RRNLQJ DW WKH EXLOGLQJ LW ORRNV IDLUO\ VROLG DQG RSDTXH GXULQJ WKH GD\ EXW GXULQJ WKH QLJKW GXH WR WKH OLJKW HPLWWLQJ IURP WKH LQWHUQDO VSDFH JLYH WKH EXLOGLQJ WKLV ting of glow on the external.

The way in which the transparency is used creates an area on the external IDFDGHV LQGLFDWLQJ DUHDV RI DFWLYLW\ 6R LQ D ZD\ LW LV PDNLQJ WKH EXLOGLQJ LQWHUDFWLYH to it’s surroundings.

7KLV LGHD RI WKH H[WHUQDO LQWHUDFWLRQ LV VRPHWKLQJ , FDQ EULQJ IRUWK ZLWK P\ IDFDGH treatment, using the transparency to express the cinema inside, while during the VD\ D FHUWDLQ VHFWLRQ ZLOO EH KLGGHQ 18

Looking at the design again, I would rather have the cinema more apparent along the facade rather than having it half hidden away E\ WKH WUDQVSDUHQW FRQFUHWH WKLV LV ZD\ P\ LQWHQW ZDV WR JR ZLWK D IXOO JOD]HG IDFDGH 7KLV ZDV WKH FLQHPD FDQ EH VHHQ H[WHUQDO E\ DOO moving along Caroline street that run in front the site. I also though to take this glazing and wrap it on the spin, creating three unique LGHQWLWLHV RI WKH EXLOGLQJ WKH 6SLQ JOD]LQJ DQG REMHFW $V WKH JOD]LQJ ZLOO EH QRUWK IDFLQJ WKLV LV PDNLQJ XVH RI WKH FRRO GLIIXVH OLJKWLQJ ZKLFK PHDQV WKHUH ZLOO EH QR QHHG IRU FRQWUROOLQJ HOHPHQWV DV WKH EXLOGLQJ ZLOO QRW JHW RYHU KHDWHG

7KLV LOOXVWUDWHV WKH HQWLUHW\ RI WKH JOD]HG IDFDGH ZLWK WKH FLQHPD H[SUHVVLQJ LW VHOI E\ WKH H[WUXVLRQ DQG WKH SXOOLQJ DZD\ IURP WKH PDLQ EXLOGLQJ )DFDGH IDFLQJ WKH PDLQ DFFHVV WR VLWH

$V WKHVH WZR JOD]LQJ ZLOO EH IDFLQJ VRXWK ZHVW ,¡YH DGGHG WR WKHP ORXYUHV ZKLFK ZLOO KHOS LQ WR FRQWURO VRODU SUHYHQWLQJ WKH EXLOGLQJ IURP RYHU KHDWLQJ HVSHFLDOO\ LQ WKH VXPPHU The reason I used colts shadovoltaic louvred solution, is for two main reasons.

7KH ÀUVW LV WKDW XVHV JODVV ORXYUHV LQVWHDG of the conventional aluminium ones.

7KH DGYDQWDJH EHLQJ ZKLOH LW¡V UHGXFLQJ LQWHUQDO KHDW JDLQV LW ZLOO VWLOO EH PD[LPLVLQJ the natural daylight intake, which is a massive advantage, that it doesn’t have to compromise one for the other. The other UHDVRQ ZRXOG EH WKH SKRWR YROWDLF FHOOV HPEHGGHG LQWR WKH JODVV 7KH DGYDQWDJH of this is that while it’s protecting from VRODU JDLQ RQ WKH à \ LW¡V DOVR LQWHUQDOO\ JHQHUDWLQJ HOHFWULFLW\ IRU WKH EXLOGLQJ reducing the strain on from other sources.

7KH W\SH RI JOD]LQJ WKDW ZLOO EH XVHG RQ WKH IDFDGH ZLOO EH KDQVHQ WKHUPRVSDQ VWUXFWXUDO JOD]LQJ V\VWHP 7KH IUDPHOHVV ÀQLVK RIIHUV IRU D à XVKHG ÀQLVK PD[LPLVLQJ RQ GD\OLJKW LQWDNH 7KH ERWWRP VHFWLRQ LVQ¡W FRYHUHG E\ WKH louvres, the reason this is that the need isn’t there as that section of the glazing ZLOO EH VKDGHG E\ WKH H[WHUQDO HDWLQJ DUHD and the viaduct.

$V WKH\ KDYH YDULHG VHOHFWLRQV WKH RQH ,¡OO EH XVLQJ IRU WKLV GHVLJQ LV WKH WKHUPRVSDQ WULSOH skin insulating glass unit which has a U value of 0.8 W/m2. 7KH JOD]LQJ ZLOO EH PP WKLFN RQ either side with a 12mm insulating cavity. The inner pane is a 20mm heat soaked toughened glass for that increased thermal property.

$V WKLV VLGH RI WKH EXLOGLQJ ZLOO EH JHWWLQJ WKH IXOO LQWHQVLW\ RI WKH VXQ HVSHFLDOO\ GXULQJ WKH summer this is why I this section is fully louvred.

7KH JOD]LQJ LW VXSSRUWHG E\ WKH XVH RI VSLGHU EUDFNHWV WKDW DUH WKHQ DWWDFKHG WR JODVV ÀQV 7KH UHDVRQ , XVHG JODVV ÀQV WKDW WKH E\ EHLQJ JODVV LW has the transparent properties which prevents the EORFNLQJ RI GD\OLJKW WUDQVPLVVLRQV $OVR LW KHOSV WR maintain the continuos facade feel.

GLASS PARAMETERS TABLE

6SLGHU EUDFNHW ZLWK JODVV ÀQ supporting the glazing.

Showing the glazing and supporting ÀQV

,¡YH EURNHQ WKH JOD]LQJ XS DV LW ZRXOG EH UDWKHU GLIÀFXOW LPSRVVLEOH WR JHW RQH VSDQQLQJ WKDW GLVWDQFH +RUL]RQWDOO\ ,¡YH EURNHQ XS the glazing to ever 2m increment and horizontally from the ground up, looking at 3m, then 2m, then 2.6m. Breaking up the glazing like this offers for a good division regularizing the spacing of the separation.

Dimensions

LS4

A mm (max)

1800*

B mm

min. 350, max. 550

C mm

65

D mm

10

Angle of rSXEXMSRĂ—

0 - 85

$V ,¡YH FKRVHQ WR JR ZLWK FDUULHU WKLV WDEOH LV D VSHFLÀFDWLRQ JXLGHOLQH ZKHQ FKRVHQ VSHFLÀF GLPHQVLRQV

C

D

B

* All dimensions are in mm )RU P\ EXLOG WKH GLPV , ZHQW IRU ZKHUH A >1700 B > 500 C > 57 D > 10 A

5HODWHV EDFN WR WKH OHWWHULQJ RQ WKH SDUDPHWHUV WDEOH This simple calculation takes the length of the louvre and looks for the optimum vertical separation due to the sun’s maximum angle during the summer.

The reason for doing this is that it will potentially reduce the amount RI RYHUDOO ORXYUHV WKDW ZLOO EH QHHGHG ZKLFK PHDQV GXULQJ WKH ZLQWHU PRUH VRODU JDLQ FDQ SHQHWUDWH LQWR WKH EXLOGLQJ

2m

2.6m

2m

3m

/RRNLQJ DW WKH JOD]LQJ RQFH PRUH ,¡YH FKRVHQ WR EUHDN up the continuity with corten steel panels, as I though the strong glaze frontage was slightly over powering. In EUHDNLQJ LW XS LQ WKLV ZDV LW LV DOVR LQHYLWDEO\ IUDPLQJ WKH internal space. The cladding coating will also change to match this organic corten steel colour as it’s not shown KHUH LW ZLOO EH LQ WKH ÀQDO UHVROXWLRQ

19

6LQFH , GLGQ路W XVH WUDQVSDUHQW FRQFUHWH ,路YH FKRVHQ WR XVH LW DV WKH FODGGLQJ PDWHULDO IRU WKH VSLQH RI WKH EXLOGLQJ

20

Final Schedule of Accommodation

Building Program 7KH EXLOGLQJ VHUYHV WZR IXQFWLRQV RQH DV EHLQJ DQ LQVWLWXWLRQ RI ÀOP SURGXFWLRQ XVLQJ YLVXDO HIIHFWV 9); WHFKQLTXHV LQ D ZD\ WDNLQJ LQVSLUDWLRQ IURP ROG ÀOP PDNHUV OLNH $OIUHG +LWFKFRFN VNHWFKERRN OLNH KRZ XVHG 9); ZKLFK PDGH KLP VWRRG RXW GXULQJ KLV WLPH OLNH LQ WKH ÀOP %LUGV

Roof Open Air Cinema (239.1m2

7KH VHFRQG IXQFWLRQ RI WKH EXLOGLQJ LV WR DGGUHVV WKLV LVVXH DURXQG WKH ORFDO FRPPXQLW\ RI ORQJWRQ WKDW LV WKLV EURNHQ FRPPXQLW\ VSLULW 7KH PDLQ UHDVRQ IRU WKLV LVVXH LV WKDW WKH FRPPXQLW\ PHPEHUV GRQ¡W LQWHUDFW ZLWK HDFK RWKHU DQG WKLV DWWLWXGH KDG QRZ EHFRPH WKH QRUP DQG KDV VSLUDOOHG GRZQ WR ODWHU JHQHUDWLRQV +RZHYHU ZLWKLQ P\ EXLOGLQJ XVLQJ WKH LGHD RI ÀOP SURGXFWLRQ JLYLQJ WKH FRPPXQLW\ PHPEHUV D FKDQJH WR GR DV WKH SURIHVVLRQDOV GR WKHUH LV KRSH WKDW WKH FRPPXQLW\ FDQ HYHQWXDOO\ UHEXLOG LW VHOI WKURXJK LQWHUDFWLQJ ZLWK RQH DQRWKHU QRW EHLQJ VWUDQJHUV WR RQH DQRWKHU 7KHUHIRUH WKH EXLOGLQJ ZLOO DOVR EH DFWLQJ D +XE WR UHLQIRUFHG WKH DLGLQJ RI WKH LVVXH

Primary Building Function External Seating (34.34m2

Servery (28.1m

2

Kitchen (20.8m2

Internal Seating (52.57m2

Female Toilet (12.2m2

Male Toilet (12.1m2

Projectionist Room (42.5m2

Meeting Room (27.1m2

'LUHFWRUV RIĂ€FH P2

First

Cinema (146.5m2

&RQFHSW URRP WKH VWDUW RI WKH ÀOP PDNLQJ process where the idea are generated.

6WXGLR VSDFH ZKHUH LGHDV FDQ EH WHVWHG DQG UHKHDUVHG EHIRUH ÀOPLQJ

2II VLWH ÀOPLQJ WKLV LV XVLQJ WKH GHFD\ areas from the sensory map, driving live EDFN LQWR WKHVH DUHDV

&RPSXWHU *UDSKLFV URRP ZKHUH DOO WKH production is tied together, overlaid and FRPELQHG IRU D ÀQDO SURGXFWLRQ

$QHFKRLF FKDPEHU XVHG DV D UHFRUGLQJ studio for voice overs, great for doing so GXH WR LWV VRXQG DEVRUSWLRQ SURSHUWLHV

*UHHQ VFUHHQ URRP WKLV RIIHUV WKH RSSRUWXQLW\ WR ÀOP WKH LPSRVVLEOH LQ conjunction with the CG suite.

Staff Room (52.4m2

CG Suit (90.2m2

Female Toilet (12.2m2

Lecture Space/ Studio Space (57.9m2

Male Toilet (12.1m2

Concept Room_2 (27.2m2

Concept Room_1(30m2

Ground

3XEOLF YLGHRLQJ VSDFH P

2

3XEOLF ,7 6XLW P2

&LQHPD 9LHZLQJ RI WKH ÀQDO SURGXFWLRQ RQ WKH ELJ VFUHHQ FKHFNLQJ LW DOO ZRUNV

Biomass Boiler plan Room (26.6m2

Biomass Storage (15.1m2

Server Room (14.7m2

Secondary Building Function

$QHFKRLF &KDPEHU P2

Changing Room_2 (20m2

Basement

Control Room (14m2

Green screen Room (55.8m2

Changing Room_1(23.1m

2

7RWDO RFFXSDQF\ Ă RRU VSDFH P2

/HFWXUH URRP JLYLQJ WKH ORFDOV D EULHI RQ ÀOP SURGXFWLRQ DQG WKH IDFLOLWLHV WKDW WKH EXLOGLQJ offers.

3XEOLF ÀOPLQJ VWXGLR VSDFH *LYHV WKH SXEOLF the opportunity to use HTXLSPHQW DYDLODEOH JLYLQJ them the chance to go through the design process.

3XEOLF ,7 VXLWH 7KH computer on this side ZLOO EH ORDGHG ZLWK WKH VRIWZDUH IRU WKH SXEOLF WR use and get a similar feel of WKH EXLOGLQJ XVH

7KH 3XEOLF FDQ WKHQ YLHZ there production in this pods which act like mini cinemas throughout the space.

21

Trading Strategy

This trading strategy is highlighting the areas of improvement of some of the areas in longton which I categorized as areas of decay during D6-­1.

0RYLQJ RQ )URP ' WKHVH DUHD KDYH LPSURYHG VRPH ZKDW DV DUHD % KDG QRZ EHFRPH WKH VLWH DUHD DQG DUHDV & ' DQG $ DUH QRZ DUHDV ZKHUH YLGH UHFRUGLQJ ZLOO EH GRQH $GGLQJ OLIH EDFN LQWR WKHVH VSDFHV 22

Trading Strategy Updated

Site Map A

This Update of the trading strategy gives and indication to how the areas A,B,C and D will FKDQJHG DQG XVHG DIWHU WKH EXLOGLQJ KDV ÀQLVKHG EXLOGLQJ $OVR WR QRWH WKHUH ZLOO EH RWKHU DUHDV OLNH A,B,C and D around the city, which at a ODWHU GDWH EH XVHG DV VHHQ RQ WKH VLWH PDS A.

23

Final Form 7KH ÀQDO IRUP LV EURNHQ XS LQWR WKUHH VHJPHQWV ZKLFK VWDUWHG WR FRPH WR OLJKW GXULQJ the development process.

7KH VSLQH 7KH VHFWLRQ WKDW KROGV DOO WKH EXLOG URRPV ZKLFK DUH D PD[LPXP ZLGWK RI PHWHUV DORQJ WKH VRXQG VHFWLRQ DQG PHWHUV RQ WKH ZHVW VLGH

*OD]HG IURQWDJH 7R DOORZ SHGHVWULDQV YLHZV LQWR WKH VSDFH EULGJLQJ WKDW OLQN EHWZHHQ WKH LQWHUQDO DQG WKH H[WHUQDO

7KH REMHFW 7KLV EHLQJ WKH FLQHPD DV LW LV EHLQJ SURMHFWHG WKURXJK WKH EXLOGLQJ DV D PDVV FRPLQJ RXW RI WKH EXLOGLQJ

24

Final Resolution

Context plan at 1:1250, Showing the wider context of the scheme

25

6LWH SODQ DW VKRZLQJ WKH EXLOGLQJ LQ LW·V LPPHGLDWH FRQWH[W

26

Basement at 1:200 1 2 3 4 5

7 8 9

Changing Room_1 Green screen Room Changing Room_2 Services Control Room $QHFKRLF &KDPEHU Biomass Storage Biomass Plant Room Lift Shaft

1

3 2 4

5

9

6

7 8

27

Floor plans -足 Ground at 1:200 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Public ITC suit Public Video area Concept Room_1 Concept Room_2 Male Toilet Female Toilet Lecture Room/Studio Space Reception Area Waiting Area Lift Pods Exhibition Space External Public Realm Parking Refuse Delivery

23

10

25

18 24 11

19 20 21

12

17 22 13 14 15

16

28

First at 1:200 26 27

29 30 31 32 33 34 35 36 37 38

Computer Graphics Suite Staff Room 'LUHFWRUV 2IĂ€FH Meeting Room Male Toilet Female Toilet Kitchen Servery Internal Eating Area External Eating Area Cinema Projectionist Room Lift

26

36

38 27

37 28

29 30 34

31

35

32 33

29

Roof at 1:200 39

Open Air Cinema

39

30

Front Elevation

Section AA

Section AA

31

R E N D E R S 32

PUBLIC IT SUITE LOBBY

33

MAIN ENTRANCE AND RECEPTION

34

(;7(51$/ 38%/,& 5($/0

35

Centre Piece

36

Thank You Fin... ...shanaire-足blythe@hotmail.com

37