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-ÂOn-ÂTrent , 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-ÂOn-ÂTrent , ST4 2EF
33, Meigh Rd, Werrington, Stoke-Â On-ÂTrent , 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-ÂOn-ÂTrent , 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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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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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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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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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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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:-Â The Unidad de InnovaciĂłn, 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:-Â 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-Â50
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
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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
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Final Schedule of Accommodation
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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.
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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
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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
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/HFWXUH URRP JLYLQJ WKH ORFDOV D EULHI RQ ÀOP SURGXFWLRQ DQG WKH IDFLOLWLHV WKDW WKH EXLOGLQJ offers.
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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-Â1. 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