PORTFOLIO

2010-2014SHUNTAROSANO‘s

Brass, watercolour paper, japanese paper, plywood,1000 x 700 x 400

MA architectural design, Facade design project :

Blurred Space

EXHIBITION

SHOMEI EXHIBITION 2007 | Octorber 2007 | product designerSHOMEI EXHIBITION 2008 | Octorber 2008 | director & curator & product designer

ZUKOU EXHIBITION 2009 | December 2009 | director & curatorZUKOU EXHIBITION 2008 | September 2008 | advertize manager & chief exihibitor

Tokyo University of Science diploma exhibition | Aplil 2011 | ExhibitorTOKYO 2050 // 12 VISIONS FOR METROPOLIS | September 2011 | main planner & Resercher De Montfort University Degree Show | June 2014 | Exhibitor & Pavilion Designer and Constructor

AFFILIATIONS

Associate Member - September 2009 - present

Associate Member - April 2010 - presentAIJ [Architectual Institute of Japan ]

JAIPAT [ The Japan Interior Planners Association , Tokyo ]

SKILLS AutoCADRhinocerosVectorworksArchCADRevitCinema4D3D StudioMaxPhotoshop / I l lustrator / IndesignHand Model Making

2 years3 years5 years1 year1 month3 years6 months5 years7 years

CONTACT

Tel : +44(0)7454707337

Name : Shuntaro Sano

PASSION : No matter where and when, I can devote myself to develop any projects.

Nationarity : JapaneseDate of Birth : 8, 10, 1986Gender : Male

Mail : shuntaro.sano@gmail.com

Home adress : 1293-3-502 , Sakusabecho , Inage-ku , Chiba-city , 263-0014 JapanCurrent adress : 39 Beaconsfield Road, Leicester, LE3 0FG, United Kingdom

EDUCATION

Deans List | April 2007 - Present

Tokyo University of Science | Faculty of Engineering Division1 | Department of Architecture

Classification | Major GPA 3.30Bachelor of engeneering in Architecture | | 2007 - 2011

Tokyo University of Science | Faculty of Architect | 2011 - 2012Reserch Student of Architecture and Urban Design

De Montfort Universi ty | Master of Art | MA Architectural Design | 2012 - 2013Classification | Upper Second Class Honours (2:1)

De Montfort Universi ty | Master of Architecture ( RIBA Part II ) | 2013 - PresentClassification | Upper Second Class Honours (2:1)

Elected final presentator of the design studios | Diploma | 2011Third year | 2010

Second year | 2009

Tokyo University of Science | Faculty of Science and Technology | Department of Civil Engennring Transfered to Department of Architecture | 2005 - 2007

UIA 2011 TOKYO | September 2011 | Elected Poster Session

TAJIMA encouragement award The design competition of Architectual Institute of Japan | 2011

UK

UK

Japan

Japan

Japan

001

PROFESSIONALARCHITECTURALEXPERIENCE

junya . ishigami + associate ( http://www.jnyi.jp )Intern Architect | May 2008 - September 2008

Worked as an ingtegral member of constructing installation design team on Venice Biennale of Architecture

Rengousekkeisha Ichigaya Architects., INC. ( http://www.rengodms.co.jp )

Intern Architect | October 2009 - March 2011

Worked as an integral member of design team provided schematic design, documentation, and presentation

Assistant Architect | April 2011 - April 2012

KUS Architect ( http://www.kus.co.jp )Intern Architect | July 2010 - October 2010 , April 2011 - November 2011

Worked as an designer and a model maker of design team“Team timberize ’’ promoting wood structure skyscrapper project

SUPPOSE DESIGN OFFICE ( http://www.suppose.jp )Intern Architect | September 2008 - March 2010

Worked as an ingtegral member of constructinginstallation design team on several exhibition projects

Milano Salone // luceste | May 2010

Design Tide Tokyo 2008Design Tide Tokyo 2009

Except // Exihibition of toto gallery | August 2010

Nature Factory in DIESEL denim gallery | August 2009

The hill of water and sculpture at ichihara-city | April 2010

REFERENCES

INTERPERSONALSKILLS

Ben Cowd Dr. Timothy MartinDeputy Head of LSA(Leicester School of Architecture)Head of MA architectural designEmail: bcowd@dmu.ac.ukTel: +44(0) 116 207 8441

Head of History and Theory and Criticism realmSupervisor for MA and MArch Dissertation at LSAEmail: tdmartin@dmu.ac.ukTel: +44(0) 116 257 7572

002

Footbal l | Represented the youth team at county levelPosi t ion : r ight wing-back

I love Cooking Japanese food, Snowboarding, and Mountaineer ing.

Interests

Assistant Chef I June 2005 - March 2011HamaBouchou( Local Japanese Food Restaurant)

Assistant Chef and Waiter I March 2010 - March 2011( Italian Cafe and Dinning )Dinner Qui

Assisstant Teacher I April 2012 - June 2012Kwai jyuku ( Clum School for Japanese Exam,which is equivalent as GCSE or A level )

De Montfort University International Addmission OfficeJapanese Student Ambassador I October 2012 - Present

Other jobs

Japanese | Excel lent [ mother tongue]Engl ish | Excel lent [working knowledge in wr i t ing & researching]Chinese | lower intermadiate

Language Spoken

Scotland

Glasgow

Site views001. Entrance from north side002. The middle of hill003. Early of hill on north side004. Early of hill on south side005. Entrance from south side

Glasgow

The United Kingdam

Legend

Public Building

Site area

Housing

Religious Building

Hotels

Unrelative buildings

Counter line

Road

Pedestrian path

Foot path for Pedestrian

Highway ( M8 )

Oneway direction

Access point to the site

Si te p lanN

Peripheral Analysis and MappingLocation : 193, Buccleuch Street, Glasgow

SlowfoodCooking schoolVegitation Lab

Pink corrennle GraniteYellow limestoneCream sandstone

Charls Renny MackintoshScottish Ba

Urban FarmIron industry

Luxuary restaurantVanacular Design

Urbanity for topography

FastfoodBargerKebab

TakeawayDoughnuts

Fish n Chips

One of the worstUnhealty place

in Europa

GLASGOWImproving Glasgow Diet “ Cookery, Food School, Laboratory ,and RestaurantLocation : 193, Buccleuch Street, Glasgow

Aerial View, For the Site From North

Improving Glasgow Diet “ Cookery, Food School, Laboratory ,and RestaurantLocation : 19, Buccleuch Street, Glasgow

The roof view is matched with the surrounding roofscape. on My design, the traditional Scottish Slate was chosen to show the roof scape.In Glasgow, the roof morphology has variation. Therefore, the complex shapes would be the orchestra of the glasweigian atmosphere. in additon to the materiality of roof, the building are made of “Masonry structure” which means the sand stone originally from glasgow have been chosen to show the harmony of secnery. The colours of sandstones, beige and red are allocated by the succession of houses. Therefore, therange of organised design would be captured by the simplisity and complexity.

A-A’ Long Main Elevation

B-B’ Long Main Section

Improving Glasgow Det “ Cookery, Food school and LaboratoryLocation : 139, Buccleuch Street Glasgow

plan, GL + 11,000plan, GL + 8,000plan, GL + 4,000 plan, GL + 14,000 plan, GL + 17 ,000

Di f ferent var ie ty of access where can be explored on th is s i te sha l l provide def ferent moments for food to the customers and res idents . 5 def fe t rent approachs are des igned for the journey f rom bottom to top of Garnnet h i l l . Each of those entrances have contextura l des ign such as mater ia l i ty , l andscape, and conceptual ly re la t ing to program. 1. Topography model 2. Primal Study model 3. Final model from north

Sustainability strategy

-

-

roof construct ions late roof ( 110 x 330 mm, t = 5 mm ) Batten ( 37 x 40 mm, @ 120mm )Moisture-di ffus ing roof sheet ing ( t = 2 mm )Or iented-strand board ( t = 24mm )Cel lu lose-fiver thermal insulat ion ( 105 mm )I - beam ( 200 mm x 280 mm ,@ 7200mm ) / Air cav i ty / counter c - channel ( 150 x 75 mm, @ 900mm )Counter stee l p late welded to I -beam ( 50 x 5 mm, @ 600 mm )Or iented-strand board ( t = 15mm )Batten ( 35 x 35 mm, @ 600mm ) / A i r cav i tyFir p lanks ( t = 25mm )

Toughened glass ( t = 10 mm ) + cav i ty ( 16mm ) + laminated safety g lass in steel-a lumin ium frame ( 20 mm )

s late roof ( 110 x 330 mm, t = 5 mm ) Batten ( 37 x 40 mm, @ 120mm )Moisture-di ffus ing roof sheet ing ( t = 2 mm )Or iented-strand board ( t = 12 mm )Cel lu lose - fiver thermal insulat ion ( t = 75mm ) Steel hol low column ( 300 x 300 mm , t = 12 mm )C - channel ( 78 x 48 mm )Or iented-stramd board ( t = 21 mm)Fi r p lanks ( t = 25mm )

1 re inforcement f composi te beam : 400 / 200mm I - beam pre-tensioned2 fa i 8mm sta in less- stee l threaded rod, suspended3 50 / 230 / 50 mm cast g lass b locks with depress ions for meta l4 40 / 4 mm steel - flat r ibbons5 5mm sheet -stee l insert6 2 mm steel sect ion7 28 / 230 mm stee l fin8 4mm si l icone seam sealer and po l y thene sealant9 1.5 mm sta in less- stee l p lanter10 400/ 600 / 15 mm stone, re inforced mortar bed 4.5mm sheet-steel substrate, galvan ised 100 / 100 / 6 / 8 mm steel H-beam, ga lvanised 6 mm steel - channel grat ing, ga lvanised l iqu id waterproofing, fleece-re inforced concrete11 40mm mortat , t rowel led, painted12 sheel-stee l gutter

A B C

Roo

f P

lan

Cei

lin

g pl

an

B Detail section C. Detail section A Detail section

D Detail section E Detail section F Detail section G Detail section

Car Park

Semi Exterior Approach

Dining area 01

Dining area 02

Elevation for Detail

CH = 2,800 mmCH = 5,250 mm

H = 2,050 mm

H = 250 mm

GL + 12,920 mm

GL + 8,920 mm

GL + 7,830 mm

GL + 0 mm

GL - 5,610 mm

CH = 8,230 mm

H. Glazing facade and wood deck 1 : 20

column: Ø 140 / 20 mm steel CHS, coated and pol ishedcladding at edge of floor deck : 2 mm alumin ium sheet double g laz ing ( panel s ize : 1500 / 6050 mm , 10 mm toughened glass + 12 mm cav i ty + 2 x 10 mm laminated safe ty g lass)facade post40 x 120 mm steel sheet, 2.5 mm alumin ium sheet c ladding pol ishedsteel grat ing, ga lvanised thermal insulat ion underneath sash

column: Ø 140 / 20 mm steel CHS, coated and pol ishedcladding at edge of floor deck : 2 mm alumin ium sheet double g laz ing ( panel s ize : 1500 / 6050 mm , 10 mm toughened glass + 12 mm cav i ty + 2 x 10 mm laminated safe ty glass)facade post40 x 120 mm steel sheet, 2.5 mm alumin ium sheet c ladding pol ishedsteel grat ing, ga lvanised thermal insulat ion underneath sash

A

B

C

D

E

F

G

H

A-A’ Section for Detail

Having strategy of environmental issue, the geometry of this site would be useful to combine current sustainability technology. First idea of this issue is using tromb wall for the vegitation laboratory and green house. in addition to this, circulating and ventirating those air to the other spaces shall save the amount of energy to manage this dietry in Glasgow. Second of all, effectively install the geothermal energy underneath this hill. Glasgow has a high potencial of ground resouses to develop itself to sustainability city. Therefore, the making topographical jouney for architectural scene and sustainability would orchestrate edge of glasgow city centre to healthier city phisically.

Glazing facade and wood deck`column: Ø 140 / 20 mm steel CHS, coated and pol ishedcladding at edge of floor deck : 2 mm alumin ium sheet double g laz ing ( panel s ize : 1500 / 6050 mm , 10 mm toughened glass + 12 mm cavi ty + 2 x 10 mm laminated safety g lass)

facade post40 x 120 mm steel sheet, 2.5 mm alumin ium sheet c ladding pol ishedsteel grat ing, galvanised thermal insulat ion underneath sash

G

F

E

D

A

Car Park

Elevation for Detail

GL - 5,610 mm

A-A’ Section for Detail

B-B’ Section for environmental strategy

H

B

C

Image A : Exteria Perspective View

Image B : Courtyard View

Image C : Laboratory Interior View

Image D : Canteen Interior View

Sketch 001 : Initial sketch of exterior wall

Sketch 002 : Intrim sketch of Laboratory’s facade

Sketch 003 : development of Laboratory’s plan

Sketch 004 : Initial sketch of Canteen

Karakuwa Banya Project

Layout Map

Scale S = 1 : 5 0 0 日付 2 0 / S e p / 2 0 1 1

2 , 2 1 5 ×　4 , 0 0 0

2 4 , 0 0 0 ×　1 1 , 0 0 0

2 2 , 1 5 0 ×　4 , 4 3 0

冷蔵設備

Ｎ

Building

既存漁業施設等

130 0

0

2 0 0 0

1 00 0

6 , 0 9 6 ×　2 , 4 3 8コンテナ

止水管

■　配置図　S = 1 / 5 0 0■ 　S = 1 / 5 0 0

1 5 0 0

1 8 0 0

3 6 0

4 0 0

- 6 0

+ 1 0 0

+ 5 0

+ 5 0

①　( 3 1 . 1 9 9 ×　9 . 6 7 6 ) / 2 = 　1 5 0 . 9 4 0

②　( 4 0 . 8 0 7 ×　5 . 2 0 0 ) / 2 = 　1 0 6 . 0 9 8

③　( 4 0 . 8 0 7 ×　1 5 . 4 7 5 ) / 2 = 　3 1 5 . 7 4 4

④　( 1 7 . 5 0 2 ×　3 . 9 8 4 ) / 2 = 　3 4 . 8 6 3

⑤　( 1 7 . 5 0 2 ×　1 . 8 4 6 ) / 2 = 　1 6 . 1 5 4

⑥　( 1 0 . 2 2 6 ×　2 . 9 5 8 ) / 2 = 　1 5 . 1 2 4

⑦　( 7 . 4 3 2 ×　1 . 8 4 4 ) / 2 = 　6 . 8 5 2

⑧　( 3 . 4 3 9 ×　0 . 5 2 8 ) / 2 = 　0 . 9 0 7

⑨　( 5 8 . 2 5 9 ×　1 8 . 4 1 1 ) / 2 = 　5 3 6 . 3 0 3

⑩　( 5 8 . 2 5 9 ×　4 . 8 2 6 ) / 2 = 　1 4 0 . 5 7 8

⑪　( 4 6 . 3 6 2 ×　2 . 0 7 7 ) / 2 = 　4 8 . 1 4 6

⑫　( 4 1 . 9 0 0 ×　2 . 2 9 6 ) / 2 = 　4 8 . 1 0 1

⑬　( 3 5 . 9 4 0 ×　3 . 5 7 1 ) / 2 = 　6 4 . 1 7 0

⑭　( 2 8 . 8 0 4 ×　4 . 8 6 6 ) / 2 = 　7 0 . 0 8 0

⑮　( 2 3 . 5 1 0 ×　3 . 0 3 3 ) / 2 = 　3 5 . 6 5 2

⑯　( 2 1 . 6 2 0 ×　4 . 5 9 4 ) / 2 = 　4 9 . 6 6 1

⑰　( 2 1 . 0 8 1 ×　4 . 7 8 0 ) / 2 = 　5 0 . 3 8 3

⑱　( 2 3 . 4 9 1 ×　4 . 2 6 2 ) / 2 = 　5 0 . 0 5 9

⑲　( 2 7 . 3 9 0 ×　3 . 2 4 1 ) / 2 = 　4 4 . 3 8 5

⑳　( 3 5 . 4 2 4 ×　3 . 2 0 5 ) / 2 = 　5 6 . 7 6 6

2 1 　( 3 6 . 6 2 6 ×　4 . 9 6 1 ) / 2 = 　9 0 . 8 5 0

2 2 　( 3 6 . 6 2 6 ×　7 . 7 8 6 ) / 2 = 　1 4 2 . 5 8 5

2 3 　( 3 6 . 2 8 0 ×　1 2 . 2 2 6 ) / 2 = 　2 2 1 . 7 7 9

　　　　　　　　　　　= 　2 2 9 6 . 1 4 7

±　0+ 6 0

- 6 0

①②

③

④

⑤

⑥

⑦

⑧

⑨⑩

⑪

⑫

⑬

⑭

⑮

⑯

⑰

⑱

⑲

2 1

⑳2 2

2 3

±　0±　0

±　0

±　0

±　0

±　0

±　0

±　0

±　0

±　0±　0

±　0

海

2 , 2 1 5 ×　4 , 0 0 0

2 4 , 0 0 0 ×　1 1 , 0 0 0

2 2 , 2 2 0 ×　4 , 4 4 0

cooler

Fisherman facilities

1 30 0

0

2 0 0 0

1 00 0

6 , 0 9 6 ×　2 , 4 3 8コンテナ

Pipe for sewage

■ 　S = 1 / 5 0 0

1 5 0 0

1 8 0 0

3 6 0

4 0 0

- 6 0

+ 1 0 0

+ 5 0

+ 5 0

±　0+ 6 0

- 6 0

±　0±　0

±　0

±　0

±　0

±　0

±　0

±　0

±　0

±　0±　0

±　0

海

敷地境界線

敷地境界線

敷地境界線

3 5 0 0

3 50 0

3 50 0

3 5 0 0

The table of Area calculated

The map of the site area calculated Layout

Container

Foundation Plan

Date 2 0 , S e p , 2 0 1 1Scale S = 1 : 1 0 0Ｎ

44

40

22

20

22

20

2 2 2 2 0

2 2 2 0 2 2 2 5 2 2 2 5 2 2 2 5 2 2 2 0 4 4 4 0 2 2 2 0 2 2 2 5 2 2 2 0

-500

-500

-500

mortar

2 2 2 0 2 2 2 5

1 5 0

-450

Reinforced rod and mesh

X 1 X 2 X 3 X 4 X 5 X 6 X 8X 7 X 9 X 1 0

Y1

Y2

Y3

X 1 1

Land Boundary

Main pillar

anchor bolt 　M = 1 2 　L = 4 0 0

gadjet plates

joint between building and foundation

1 5 0

　1/100

　1/100

gradient for water

gradient for water

gradient for water

gradient for water 　

1/100

± 0

- 1 2 0

- 7 0± 0

+ 4 0- 1 1 0

+ 4 0

- 1 2 0

- 7 0

- 1 1 0

+ 5 0

+ 7 0

　1/200

Karakuwa Banya Project

Fire protection Line

G L

Karakuwa Banya Project

West elevation

Date 2 0 , S e p , 2 0 1 1Scale S = 1 : 1 0 0

いろはにほへとちりぬる

foundation height: G L + 5 0 0

2 2 2 0 2 2 2 5 2 2 2 5 2 2 2 5 2 2 2 0 2 2 2 0 2 2 2 0 2 2 2 0 2 2 2 5 2 2 2 0

2 2 2 2 0

highest height: G L + 4 3 3 8

aluminium sash:2 1 4 5 ×　1 9 3 0

brace:steelφ　9 ㎜turn buckle

maintenance hole：1 2 0 × 2 7 0　　　

25

0

roof detail: insulation panel 4 2 m m 1 5 m m 2 4 m m

outside wall: insulation panel　4 2 m m( surface finish: galvanised steel　0 . 4 8 ㎜)

structural plywoodAsfalt roo�ng double

structural plywood

6 06 04 0 0

6 06 0

4 0 0

Karakuwa Banya Project

Detail Section

Scale S = 1 : 2 0 Date 2 0 , S e p , 2 0 1 1

anchor bolt anchor bolt

Roof：Insulation panel 4 2 m mAsphalt roofing doubleStructural plywood double 1 5 m m

Aluminium sash

Insulation panel 4 2 m m

mes-attachment

Beam:120 × 2 1 0

mortar t=20mm

6060

120

G L

1757550

250

35

05

00

20

timber 120mm×120mm

15

01

50

12

0

日軽断熱パネル 42mm

ベタ基礎 150mm

D10

main re-inforced rod

50

50

主筋 D13

主筋 D13

t=20mm

606047

120

G L

250

35

04

21

20

50

02

0

120mm×120mm

15

01

50

30

12

0

砕石 120mm

防湿シート t=0.1mm

捨てコンクリート　30mm

ベタ基礎 150mm

reinforced rod

D10reinforced rod

D13 main re-inforced rod

main re-inforced rodmain re-inforced rod

reinforced rod

reinforced rod

main re-inforced rod D13 main re-inforced rod D13

50

50

主筋 D13

主筋 D13

1 2

1757550

50

mortar t=20mm

60 60 30

120

G L

35

04

21

20

50

02

0

Timber 120mm×120mm

15

01

50

30

12

0

D10

D13

D10

50

70

D13

D13 D13

D13

175 75 50

250

50

Strength of Concrete 2 1 N / m ²

Aluminium tape Double

71

1 0 01

water gradientgutter：5 0　×　1 0

main re-inforced rod

main re-inforced rod

BANYA project

Having devastat ing earthquake at east japan in 2011, the swift action for recovering the damaged area. Not only residence for refugee but also the base for the commerce and business would be prioritised for self-idepen-dance in the future. For this role, these two self build projects are one of the quickest project to contribute archi tec tura l competence i t se l f to people who need the support of their life.

First project, "BANYA project in shidugawa" was planed quickly and donated the damaged construction material from lumberjack and construction company. And then, the planing had completed only for 1 month and been gathered the voluntary workers from university all over Japan, and carpenters who is based at the devastated area to construct them. In addition to this project, the second project "Oyster restaurant and hut at Karakuwa" also organised same association to revive oyster commerce. Successfully, this projects shone at the moment and still widely expanding their business.

- �e temporary �sherman hut after hit the East Japan Great Earthquake -

�e p

roces

s of c

onstr

uctio

n for

�rst

�she

rman

hut

at S

hidu

gaw

a

�e p

roces

s of c

onstr

uctio

n for

O

yster

Rest

aura

nt at

Kar

akuw

a

A. �e view from coast line B. �e appearance of entrance

004. Westside elevation003. Detail section

Apprication documents Completion images

Construction of foundation Construction of stractural pillers Finishing the Frame of structure

Construction of facade panelConstruction of roofConstruction of Stracture frame

Allocating the galbanised pre-galbanised panel Finishing touch of roof

Completion of hutConstruction of inside wall

001. Layout plan 002. Foundation plan

SHIZ

UG

AWA

BAN

YA

KARA

KUW

ABA

NYA

Floor plan / GL + 0 m Function

1 : Glass pavilion 0012 : Glass pavilion 0023 : Glass pavilion 0034 : Glass pavilion 0045 : Glass pavilion 0056 : Reception7 : Office8 : Green house 0019 : Green house 00210 : Green house 00311 : Kiosk12 : View Place13 : Soil Strage14 : Back Yard15 : Entrance Bridge16 : Court Yard17 : Sun Garden18 : Shade Garden19 : Sunken Garden20 : Hidden Canal

Site LocationCannaregio, Fondamentaa Misericordia, Venice, Italyaround the Marina

Cannaregio area is recoganised as a resident area with some travel place.That is why the hotels are venued in resident area and some big churchs also sited around here. This marina is used by residents as an important role of their traffic way. And this site has potencial abondaned garden used as phisically and philosophically connenctiong both of the island, Murano and Sant Michele. The closest boat terminal heading to Murano island and San Michele is bit far from this site and main tourist venues. Although people who want to see and get genuin Murano glass has no choice to use this boat stop to get there, if this garden and site are sophisticated, the residants and tourists can use here for exiciting experience with Murano glass and shadow and light.

ResidantsResidants boatPublic boatTourist

Botanical place and shop Glass museumGarden

Diagram for the functions

The dinamics of residents and tourist are separated at this site. Some popular places are distributed aroud here but less foreirgner come this site so far. If the new function put on here, the dinamics should be changed because of circuration from marina.

This facade face ro canal. Pleviously, this facade was closed. However, to open this facade and make pavement throu to marina works promote this site for murano island and San Michele. everybody knows the importance of both islands but all of them have to make longer way to reach to there. so this facade should anticipate both connection using vegitation and glass art.

South East Elevation

Pavilions for Murano Glass- -

Roof plan / GL + 5000 m

002 �e Main Floating Pvilion for Murano Glass - Hand Making Model -

001 Aearial view for Glass pavilions - Monochrome Render -

002002

003

003 �e Shadowscape of Murano glass pavilions - Hand Making Model -