Shuntaro sano portfolio

2010- 2014

SHUNTARO S A N O‘s

PORTFOLIO

Brass, watercolour paper, japanese paper, plywood, 1000 x 700 x 400 MA architectural design, Facade design project : Blurred Space

001

CONTACT

Name : Shuntaro Sano Current adress : 39 Beaconsfield Road, Leicester, LE3 0FG, United Kingdom Home adress : 1293-3-502 , Sakusabecho , Inage-ku , Chiba-city , 263-0014 Japan Tel : +44(0)7454707337 Mail : shuntaro.sano@gmail.com Nationarity : Japanese Date of Birth : 8, 10, 1986 Gender : Male PASSION : No matter where and when, I can devote myself to develop any projects.

SKILLS

Aut oCAD Rhinoceros V ect orworks ArchCAD Revit Cinema4D 3D S t ud ioMax P hot oshop / I llust rat or / In de si gn Hand Mod el Making

EXHIBITION

De Montfort University Degree Show | June 2014 | Exhibitor & Pavilion Designer and Constructor TOKYO 2050 // 12 VISIONS FOR METROPOLIS | September 2011 | main planner & Resercher Tokyo University of Science diploma exhibition | Aplil 2011 | Exhibitor ZUKOU EXHIBITION 2009 | December 2009 | director & curator ZUKOU EXHIBITION 2008 | September 2008 | advertize manager & chief exihibitor SHOMEI EXHIBITION 2008 | Octorber 2008 | director & curator & product designer SHOMEI EXHIBITION 2007 | Octorber 2007 | product designer

AFFILIATIONS

AIJ [Architectual Institute of Japan ] Associate Member - April 2010 - present

2 3 5 1 1 3 6 5 7

ye a rs ye a rs ye a rs ye a r mo n th ye a rs mo n th s ye a rs ye a rs

JAIPAT [ The Japan Interior Planners Association , Tokyo ] Associate Member - September 2009 - present EDUCATION

De Mont f ort Universit y UK De Mont f ort Universit y UK Tokyo University of Science Japan Tokyo University of Science Japan

| Master of Architecture ( RIBA Part II ) | 2013 - Present Classification | Upper Second Class Honours (2:1) | Master of Art | MA Architectural Design | 2012 - 2013 Classification | Upper Second Class Honours (2:1) | Faculty of Architect | 2011 - 2012 Reserch Student of Architecture and Urban Design | Faculty of Engineering Division1 | Department of Architecture Bachelor of engeneering in Architecture | | 2007 - 2011 Classification | Major GPA 3.30 Tokyo University of Science | Faculty of Science and Technology | Department of Civil Engennring Transfered to Department of Architecture | 2005 - 2007 Japan Deans List | April 2007 - Present

UIA 2011 TOKYO | September 2011 | Elected Poster Session The design competition of Architectual Institute of Japan | 2011 TAJIMA encouragement award Elected final presentator of the design studios | Diploma | 2011 Third year | 2010 Second year | 2009

002

PROFESSIONAL ARCHITECTURAL EXPERIENCE

Rengousekkeisha Ichigaya Architects., INC. ( http://www.rengodms.co.jp ) Assistant Architect | April 2011 - April 2012 Worked as an integral member of design team provided schematic design, documentation, and presentation Intern Architect | October 2009 - March 2011 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 constructing installation design team on several exhibition projects Design Tide Tokyo 2008 Design Tide Tokyo 2009 Nature Factory in DIESEL denim gallery | August 2009 Milano Salone // luceste | May 2010 Except // Exihibition of toto gallery | August 2010 The hill of water and sculpture at ichihara-city | April 2010 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

INTERPERSONAL SKILLS

Language Spoken Jap anese | Exc e l l e n t [ mo th e r to n gu e ] E ng lish | E xc e l l e n t [w o rki n g kn o w l e dge i n w ri ti n g & re se a rc h i n g ] Chinese | low e r i n te rma di a te Interests

Foot b all | Re pre se n te d th e yo u th te a m a t c o u n ty l e ve l P o si ti o n : ri gh t w i n g-ba c k I love Cooking Ja pa n e se fo o d, Sn o w bo a rdi n g, a n d Mo u n ta i n e e r ing .

Other jobs

De Montfort University International Addmission Office Japanese Student Ambassador I October 2012 - Present Kwai jyuku ( Clum School for Japanese Exam,which is equivalent as GCSE or A level ) Assisstant Teacher I April 2012 - June 2012 Dinner Qui ( Italian Cafe and Dinning ) Assistant Chef and Waiter I March 2010 - March 2011 HamaBouchou( Local Japanese Food Restaurant) Assistant Chef I June 2005 - March 2011 REFERENCES

Ben Cowd Deputy Head of LSA (Leicester School of Architecture) Head of MA architectural design Email: bcowd@dmu.ac.uk Tel: +44(0) 116 207 8441

Dr. Timothy Martin Head of History and Theory and Criticism realm Supervisor for MA and MArch Dissertation at LSA Email: tdmartin@dmu.ac.uk Tel: +44(0) 116 257 7572

The United Kingdam

Scotland

Site views 001. Entrance from north side 002. The middle of hill 003. Early of hill on north side 004. Early of hill on south side 005. Entrance from south side

Glasgow

Glasgow

Improving Glasgow Diet “ Cookery, Food School, Laboratory ,and Restaurant Location : 193, Buccleuch Street, Glasgow

GLASGOW One of the worst Unhealty place in Europa

Fastfood Barger Kebab Takeaway Doughnuts Fish n Chips

Slowfood Cooking school Vegitation Lab Pink corrennle Granite Yellow limestone Cream sandstone Charls Renny Mackintosh Scottish Ba Urban Farm Iron industry Luxuary restaurant Vanacular Design Urbanity for topography

N

Peripheral Analysis and Mapping Location : 193, Buccleuch Street, Glasgow

Si te pl a n

Legend Site area Public Building Housing Religious Building Hotels Unrelative buildings Counter line

Road Pedestrian path Foot path for Pedestrian Highway ( M8 ) Oneway direction Access point to the site

Aerial View, For the Site From North Improving Glasgow Diet “ Cookery, Food School, Laboratory ,and Restaurant Location : 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

plan, GL + 4,000

plan, GL + 8,000

plan, GL + 11,000

plan, GL + 14,000

plan, GL + 17 ,000

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

1. Topography model

2. Primal Study model

3. Final model from north

Different variety of access where can be explored on this site shall provide defferent moments for food to the customers and residents. 5 deffetrent approachs are designed for the journey from bottom to top of Garnnet hill.

Each of those entrances have contextural design such as materiality, landscape, and conceptually relating to program.

Ceiling plan

Roof Plan A

A

A

B

D D

B

C

B C

H = 2,050 mm

C

Dining area 02 CH = 2,800 mm

CH = 5,250 mm H = 250 mm

GL + 12,920 mm

E

E

F

F

Dining area 01

GL + 8,920 mm GL + 7,830 mm

H

H

G G

A Detail section

B Detail section

C. Detail section

H. Glazing facade and wood deck 1 : 20

co l u mn : Ø 1 4 0 / 2 0 mm s teel C H S, co ate d an d po l i s h ed cl addi n g at edg e o f fl o or dec k : 2 mm al u min i u m s h eet do u bl e g l azi n g ( pan el s i ze : 1 5 0 0 / 6 0 50 mm , 10 mm to u g h en ed g l as s + 1 2 mm cavi ty + 2 x 1 0 mm l ami n ated s afety g l as s ) f acade po s t 4 0 x 12 0 m m s teel s h eet, 2 . 5 mm al u mi n i u m s h eet c l addi n g po l i s hed s teel g rati n g , g al van i s ed th erma l i n s u lati o n u n der n eath s as h

co l u mn : Ø 1 4 0 / 2 0 mm s teel C HS , co ated an d po l i s h ed cl addi n g at edg e o f fl o or dec k : 2 mm al u mi n i um s h eet do u bl e g l azi n g ( pan el si ze : 1 5 00 / 6 0 5 0 mm , 1 0 mm to ug h ene d g l as s + 1 2 mm cav i ty + 2 x 1 0 mm l ami n ated safety g l as s) facade po s t 4 0 x 12 0 mm s teel s h eet, 2. 5 mm al u mi n iu m sh eet cl ad di n g po li s hed s teel g rati n g , g al van i s ed th erma l i n s u lati o n u n der n eath s ash

CH = 8,230 mm

Semi Exterior Approach

GL + 0 mm

Elevation for Detail

Car Park

GL - 5,610 mm

A-A’ Section for Detail

D Detail section

E Detail section

F Detail section

G Detail section

ro o f c o n s t r u c t i o n s l a t e ro o f ( 1 1 0 x 3 3 0 m m , t = 5 m m ) Batten ( 37 x 40 mm, @ 120mm ) M o i s t u re - d i ff u s i n g ro o f s h e e t i n g ( t = 2 m m ) Oriented-strand board ( t = 24mm ) Cellulose-fiver thermal insulation ( 105 mm ) I - be a m ( 2 0 0 m m x 28 0 m m , @ 7 2 0 0 m m ) / Air cavity / counter c - channel ( 150 x 75 mm, @ 900mm ) Counter steel plate welded to I-beam ( 50 x 5 mm, @ 600 mm ) Oriented-strand board ( t = 15mm ) Batten ( 35 x 35 mm, @ 600mm ) / Air cavity Fir planks ( t = 25mm )

To u g h e n e d g l a s s ( t = 1 0 m m ) + c a v i t y ( 1 6 m m ) + laminated safety glass in steel-aluminium frame ( 20 mm )

1

Glazing facade and wood deck` column: Ø 140 / 20 mm steel CHS, coated and polished cladding at edge of floor deck : 2 mm aluminium sheet double glazing ( panel size : 1500 / 6050 mm , 10 mm toughened glass + 12 mm cavity + 2 x 10 mm laminated safety glass)

s l a t e roo f ( 1 1 0 x 3 3 0 m m , t = 5 m m ) B a t t e n ( 37 x 4 0 m m , @ 1 2 0 m m ) M o i s t u re - d i ff u s i n g ro o f s h e e t i n g ( t = 2 m m ) Oriented-strand board ( t = 12 mm ) Cellulose - fiver thermal insulation ( t = 75mm ) Steel hollow column ( 300 x 300 mm , t = 12 mm ) C - channel ( 78 x 48 mm ) Oriented-stramd board ( t = 21 mm) F i r p l an k s ( t = 2 5 mm )

rei n fo rcemen t f co mpo s i te beam : 4 0 0 / 2 0 0 mm I - beam pre-tensioned fai 8m m s tain l es s - s teel th readed ro d, s u s pen ded 5 0 / 23 0 / 50 mm cas t g l as s bl o ck s wi th dep res s io n s fo r m etal 4 0 / 4 mm s teel - fl at ri bbo n s 5 mm s h eet - s teel in s ert 2 m m steel secti o n 2 8 / 2 3 0 mm s teel fi n 4mm s i l i co n e s eam s eal er an d po l yth en e s eal an t 1. 5 mm s tai n l es s - s teel pl an ter 4 0 0 / 6 0 0 / 1 5 mm s to n e, rei n fo rc ed mo rta r bed 4.5mm sheet-steel substrate, galvanised 100 / 100 / 6 / 8 mm s teel H-beam, galvanised 6 mm steel - channel grating, galvanised liquid waterproofing, fleece-reinforced concrete 1 1 4 0 m m mo rtat, tro wel l ed, p ai n ted 1 2 s h e el - s teel g u tter 2 3 4 5 6 7 8 9 10

facade post 40 x 120 mm steel sheet, 2.5 mm aluminium sheet cladding polished steel grating, galvanised thermal insulation underneath sash

Sustainability strategy

B-B’ Section for environmental strategy

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.

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 Image A : Exteria Perspective View Image B : Courtyard View Image C : Laboratory Interior View Image D : Canteen Interior View

Construction of Stracture frame

BANYA project

Construction of roof

Construction of facade panel

Construction of inside wall

Construction of stractural pillers

Finishing the Frame of structure

Completion of hut

The process of construction for first fisherman hut at Shidugawa

Finishing touch of roof

mes-attachment

■ The map of the site area calculated S = 1 / 5 0 0

■ 配置図 S ■ Layout S = 1 / 5 0 0

7

1

6 06 0

Roof： Insulation panel 4 2 m m Asphalt roofing double Structural plywood double 1 5 m m

400

± 0

Insulation panel

± 0

2220

42mm

2225

⑤ ⑥

350

gradient for water 1 / 1 0 0

gradient for water 1 / 1 0 0

00 /2

wat er 1

gradient for water 1 / 1 0 0

-110

-50 0

+40

-110

Land Boundary

-120

foundation height: G L + 5 0 0 GL

Aluminium sash

150

2225

2225

2225

2220

4440

2220

2225

maintenance hole：1 2 0 × 2 7 0

anchor bolt

2225

2225

2220

2220

2220

2220

2225

2220

22220

X3

X4

X5

X6

X7

X8

X9

X10

X11

47

60

60

main re-inforced rod D13

120

500 500

reinforced rod D10

water gradient

100

1

main re-inforced rod D13

D13

reinforced rod

D10

reinforced rod

D10

60

る

60 30

ぬ

り

ち

と

へ

ほ

に

は

ろ

い

main re-inforced rod D13 50

main re-inforced rod D13

GL

350

D13 50 42

50 42

ベタ基礎 150mm 日軽断熱パネル 42mm

50

75

50 75

175

175

120

防湿シート t=0.1mm

120

= 2 2 9 6 . 1 4 7

main re-inforced rod D13

main re-inforced rod

主筋 D13

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

150

150150

350 350

主筋 D13

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

120

30

150150

GL

main re-inforced rod

120

gutter：5 × 1 0 0

reinforced rod D10

main re-inforced rod D13

± 0

± 0

70

X2

± 0 ± 0

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

500

X1 ± 0

mortar t=20mm

150

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

Timber 120mm×120mm

mortar t=20mm

20

timber120mm×120mm

12

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

Completion images

2225

anchor bolt

22220

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

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

2220

2220

± 0

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

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

brace: steelφ 9 ㎜ turn buckle

aluminium sash: 2 1 4 5 × 1 9 3 0 gadjet plates

150

2220

15mm 24mm

-50 0

2 2 , 21 25 0 × 4 , 4 43 0

線

-60

Asfalt roofing double structural plywood structural plywood

M = 1 2 L = 4 0 0

2 , 2 1 5 × 4 , 0 0 0 Building

0

境界

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

+40

anchor bolt

12012030

敷地

for

Y2

冷蔵設備 cooler

+50

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

-50 0

Y1

境界

線

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

-45 0

+70

敷地

± 0

gra die nt

0 350

止水管for sewage Pipe -60

mortar

20 20

⑳ 21

Fire protection Line

+50

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

± 0

50 50

22

44 00 00

The table of Area calculated

roof detail: insulation panel 4 2 m m

highest height: G L + 4 3 3 8 -70

50 50

⑲

0

0

⑭ ⑮ ⑯ ⑰ ⑱ 23

350

+100

350

⑫

0

-70

2220

6 , 0 9 6 × 2 , 4 3 8

線

0 1 50

33 66 00

± 0

400

4440

0 100

境界

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

-120 +50

Container コンテナ

0 敷地

180

⑪

2 4 , 0 0 0 × 1 1 , 0 0 0

Y3

00 130

± 0

200

Main pillar

既存漁業施設等 Fisherman facilities

± 0 ± 0

海

2220

+60

⑧

⑬

Reinforced rod and mesh

± 0

⑦

⑩

Beam:120 × 2 1 0

Aluminium tape Double

joint between building and foundation

③

⑨

250

④

6 06 0

②

①

Apprication documents

捨てコンクリート 30mm 砕石 120mm

175

75 50

250

250

Ｎ

Karakuwa Banya Project

Scale S = 1 : 5 0 0

日付

20/Sep/2011

002. Foundation plan

Foundation Plan Scale S = 1 : 1 0 0

B. The appearance of entrance

250

Strength of Concrete 2 1 N / m ²

Karakuwa Banya Project

Karakuwa Banya Project

Layout Map

Ｎ

001. Layout plan A. The view from coast line

Allocating the galbanised pre-galbanised panel

The process of construction for Oyster Restaurant at Karakuwa

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.

Construction of foundation

KARAKUWA BANYA

Having devastating 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-idependance in the future. For this role, these two self build projects are one of the quickest project to contribute architectural competence itself to people who need the support of their life.

SHIZUGAWA BANYA

- The temporary fisherman hut after hit the East Japan Great Earthquake -

Date 2 0 , S e p , 2 0 1 1

003. Detail section

Karakuwa Banya Project

Detail Section Scale S = 1 : 2 0

Date 2 0 , S e p , 2 0 1 1

004. Westside elevation

West elevation Scale S = 1 : 1 0 0

Date

20,Sep,2011

Pavilions for Murano Glass

- -

Site Location Cannaregio, Fondamentaa Misericordia, Venice, Italy around 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.

Floor plan / GL + 0 m Function

Roof plan / GL + 5000 m

1 : Glass pavilion 001 2 : Glass pavilion 002 3 : Glass pavilion 003 4 : Glass pavilion 004 5 : Glass pavilion 005 6 : Reception 7 : Office 8 : Green house 001 9 : Green house 002 10 : Green house 003 11 : Kiosk 12 : View Place 13 : Soil Strage 14 : Back Yard 15 : Entrance Bridge 16 : Court Yard 17 : Sun Garden 18 : Shade Garden 19 : Sunken Garden 20 : Hidden Canal

Garden Tourist

Botanical place and shop Public boat

Glass museum Residants boat

South East Elevation 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.

Residants

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.

002

002

003

001 Aearial view for Glass pavilions - Monochrome Render 002 The Main Floating Pvilion for Murano Glass - Hand Making Model 003 The Shadowscape of Murano glass pavilions - Hand Making Model -