Container Architecture: Volvo Ocean Race pavillion

G. 306 Carlos Bonilla Enseñat Ángel Gambín Gómez Rocío Gómez Gómez SCSingulares_2014/2015 Grado Arquitectura

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INDEX GRAPHIC DOC. A/ IDEA PLANeS A1- Sketches............................................................................................[AGG]......6 A2- Situation[E:1/25000]...........................................................................[RGG]......8 A3- Location[E:1/15000]...........................................................................[RGG]......9 A4- Measures plans[E:1/100].....................................................................[RGG]......12 A4- Roof Plan [E: 1/100]...........................................................................[RGG]......15 A4- Uses plans[E:1/100]...........................................................................[RGG]......16 A6- Elevations: Front [E:1/75].....................................................................[RGG]......19 A6- Elevations: race [E:1/75]......................................................................[RGG]......20 A6- Elevations: Right [E:1/75].....................................................................[RGG]......21 A6- Elevations: Left [E:1/75].......................................................................[RGG]......22 A7- Section[E:1/50]..................................................................................[CBE]......23 B/CONStruction B1- Technical specification............................................................................[CBE]......26 B2- Structure..............................................................................................[AGG]......27 B3- Axonometrics........................................................................................[AGG]......28 B4- Section[E:1/20].....................................................................................[CBE]......29 B4- General Details[E:1/5].............................................................................[CBE]......30 B5- Facilities. b5.1- Water Facilities...................................................................................[RGG]......31 b5.2- Electricity Facilities: Solar Panels............................................................[RGG]......32 c/ASSEMBLY C1- Shed c1.1 Storyboard ........................................................................................[AGG]......35 c1.2.1 Explode axonometric: Component 1 ...................................................[AGG]......36 c1.2.2 Explode axonometric Component 2 ....................................................[AGG]......38 c1.2.3 Explode axonometric Component 3 ....................................................[AGG]......40 c1.2.4 Explode axonometric Component 4 ....................................................[AGG]......42 c1.2.5 Explode axonometric Component 5 ....................................................[AGG]......44 c1.3.1 Detail: Vertical Façade[E:1/5]................................................................[CBE]......46 c1.3.2 Detail: Interior división [E:1/5]................................................................[CBE]......47

C2- Transport c2- storyboard ...........................................................................[AGG]......48 c2- Axonometric..........................................................................[AGG]......49 C3- On-site c3.1 Storyboard............................................................................[AGG]......50 c3.2 Foundation.............................................................................[AGG]......51 c3.3.1 Details: Union [E:1/5]............................................................[CBE]......52 c3.3.2 Details: Acces [E:1/5]...........................................................[CBE]......53 c3.3.3 Details: Outdoor Stairs [E:1/5]................................................[CBE]......54 c3.3.4 Details: Interior Stairs [E:1/5]..................................................[CBE]......55 c3.3.5 Details: Walkable floor [E:1/5].................................................[CBE]......56 c3.4 Storyboard................................................................................[AGG]......57 D/infographies D1- Exterior Infographies .....................................................................[AGG]......58 D2- Exterior Infographies......................................................................[AGG]......60 D3- Interior Infographies.......................................................................[RGG]......62 D4- Interior Infographies........................................................................[CBE]......62

WRITTEN DOC. E1- Descriptive report ..........................................................................[AGG]......56 E2- Constructive report.........................................................................[AGG]......56 E3- Sheet of particular technical specifications. e3.1.Specifications abaut materials +approal and refuser criteria..............[CBE]......56 e3.2 Specifications about the implementation of the project units: +description of singular constr. processes. .......................................[CBE]......56 e3.3 Mterial Card..............................................................................[CBE]......56 E4- CTE compliance.............................................................................[AGG]......56

Author planes [CBE] Carlos Bonilla Enseñat [AGG]Ángel Gambín Gómez [RGG]Rocío Gómez Gómez

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A/ IDEA PLANS 5

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G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS

/ Sketches

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G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS / Sketches

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ALICANTE, PORT OF START

Alicante is a city near Mediterranean sea. The climate is calm. in this way, our building respons to this characteristic and is open for the rest of the city. Have facilities to see

E: 1:25000

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS

/ Situation

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01/ALICANTE

17:42

02/CAPE TOWN

8:08

19:20

5:40

18:35

7:20

N E: 1/15000

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS / Location

/ Ports 01/02

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04/SANYA

06/ITAJAY

20:50

18:35

6:15

7:20 19:00

7:31

N E: 1/15000

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS

/ Location / Ports 04/06

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08/LISBON

20:50

6:15

10/THE HAGUE

22:09

5:20 17:42

8:08

N E: 1/15000

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS / Location

/ Ports 08/10

12

A

1 2

B C

D E

2.27

2.27

2.44

2.44

F

G H

6.89

I

2.28

2.27

2.44

2.44

0.24

1.22

∅ 1.50

1.50

2.27 0.29

3 4

2.00

1.47

6.06

A

2.27

1.13

D E

I 1.48

5 1.16

B C

1 2

2.27

2.27

2.44

2.44

11.59

1.00

11.76

1.16

0.24 11.81

6

Ø 1.50 1.20

2.27

2.12

3 4

7.10

1.45

reference axis lines

5.56 5.71

2.27

5 0.81

11.76

7

1.00

1.00

1.00

x USE bar x Toilets PB Museum + reception

axis measures SURFACE 26,98 m2 real9,59 measures m2 37,07 m2

1.00

0.35

1.02

6.87

0.35

1.00 3.72

0.35 1.20 3.75 1.56

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0.58

N

E: 1/100 measures in m -1

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS

-0.5 0

1

2

3

/ Measures planes / Ground floor

13

A

1 2

B C

D E

I

2.27

2.27

11.59

2.44

2.44

11.76

0.24

Ø 1.50 1.20

2.27

2.12

3 4

1.45

5.56

A

2.27

B C

5 0.81

11.76

1.00

1 2

1.00

D E

I

2.27

2.27

11.59

2.44

2.44

11.76

1.00

0.24

1.00

Ø 1.50

0.35

1.20

2.27

2.12

1.02

6.87

3 4

0.35

1.45 reference axis lines

5.56 1.00 3.72

0.35

2.27

1.20 3.75 1.56

5 0.81

7

0.58

11.76

1.00

1.00

1.00

axis measures x USE SURFACE Conference room 35,82 m2 x real measures Store 32,51 m2 Toilets P1 2,88 m2

1.00

0.35

1.02

6.87

0.35

-1

-0.5 0

1

2

3

1.00 3.72

0.35 1.20 3.75 1.56

7

0.58

N

E: 1/100 measures in m -1

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

-0.5 0

1

2

3

A - ideA PLANeS / Measures planes /First floor

14

A

B C

D E

F

G H 2.27

I 2.27

1 2

Ø 1.50

5.88

A

B C

D E 0.95

2.27 2.44

6

I

2.27

11.59

2.44

11.76

1.21

1 2

0.24

Ø 1.50 1.20

2.27

2.12

3 4

1.45

reference axis lines

5.56

2.27

5 0.81

11.76

1.00

1.00

1.00

x

USE VIP room Toilets P2

x

axisSURFACE measures 15,42 m2 real measures 2,72 m2

1.00

0.35

1.02

6.87

0.35

1.00 3.72

0.35 1.20 3.75 1.56

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0.58

N

E: 1/100 measures in m -1

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS

-0.5 0

1

2

3

/ Measures planes /Second floor

15

A

B C 2.27

D E

F

2.27

G H

6.89

0.48

1 2

I

2.28

2.27

2.44

2.44

0.24 0.42

2.26

3 4 6.06

A

2.29

5 1.16

6

1 2

B C

D E

I

2.27

2.27

11.59

2.44

2.44

11.76

0.24

Ø 1.50

1.56

1.20

2.27

2.12

8 3 4

1.45 reference axis lines

5.56

2.27 4.15

5 0.81

9 7

11.76

1.00

1.00

x

axis measures

x

real measures

1.00

1.00

0.35

1.02

6.87

0.35

1.00 3.72

0.35 1.20 3.75 1.56

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0.58

N

E: 1/100 measures in m -1

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

-0.5 0

1

2

3

A - ideA PLANeS / Measures planes /Top floor

16

A

B C

D E

F

G H

I

1 2

3 4

A

5

6

1 2

B C

D E

I

2.27

2.27

11.59

2.44

2.44

11.76

0.24

Ø 1.50 1.20

2.27

2.12

3 4

1.45

5.56

2.27

5 0.81

11.76

7

1.00

1.00

1.00

1.00

0.35

1.02

6.87

0.35

1.00 3.72

0.35 1.20 3.75 1.56

7

0.58

N

E: 1/100 -1

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

-0.5 0

1

2

A - ideA PLANeS / Uses planes/ Ground floor

3

17

A

B C

D E

I

1 2

3 4

A

5 1 2

B C

D E

I

2.27

2.27

11.59

2.44

2.44

11.76

0.24

Ø 1.50 1.20

2.27

2.12

3 4

1.45

5.56

2.27

5 0.81

11.76

7

1.00

1.00

1.00

1.00

0.35

1.02

6.87

0.35

1.00 3.72

0.35 1.20 3.75 1.56

7

0.58

N

E: 1/100 -1

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

-0.5 0

1

2

A - ideA PLANeS / Uses planes/First floor

3

18

A

B C

D

F

G H

I

1 2

A

6

1 2

B C

D E

I

2.27

2.27

11.59

2.44

2.44

11.76

0.24

Ø 1.50 1.20

2.27

2.12

3 4

1.45

5.56

2.27

5 0.81

11.76

1.00

1.00

1.00

1.00

0.35

1.02

6.87

0.35

1.00 3.72

0.35 1.20 3.75 1.56

7

0.58

N

E: 1/100 -1

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

-0.5 0

1

2

A - ideA PLANeS / Uses planes/ Second floor

3

19

a

b c 2.26

d e 2.26

f 6.89

g h 2.26

i 2.26

1

2.76

2.90 0.83 1.39 0.38

2 3

0.18

Steel slat 2.76

Steel profile for stairs

2.90

9.24

4 5 6

Stainless steel handrail

0.44

0.30

2.76

2.90

Solar panel Steel HEB section

Floor-to-ceiling glazing

Steel container structure 7 8

0.37

Steel access stairs

0.30

-1

-0.5 0

1

2

3

reference axis lines x

axis measures

x

real measures

E: 1/75 measures in m

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS / Elevations /

Front

20

i

h g 2.26

f e 2.26

d 6.89

c b

a

2.26

2.26

1

2.76

Stainless steel handrail Solar panel

2 3

2.76 9.24

Floor-to-ceiling glazing 4 5 6

0.44

Steel profile for stairs

7 8

2.76

Steel container structure

0.37

Steel HEB section Steel access ramp

-1

-0.5 0

1

2

3

reference axis lines x

axis measures

x

real measures

E: 1/75 measures in m

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS

/ Elevations / Rear

21

a

o

n

m l

k j 0.23

5.71

1.19

2.25

2.26

1

2.76

Steel slats 2 3

Floor-to-ceiling glazing Steel exterior stairs 2.76 9.24

4 5 6

Stainless steel handrail Solar panel 0.44

2.76

7 8

Steel container structure 0.37

-1

-0.5 0

1

2

3

reference axis lines x

axis measures

x

real measures

E: 1/75 measures in m

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS / Elevations / Rihgt

22

o

j k

a

0.24 5.88

5.71

1

Floor-to-ceiling glazing 2.76

Stainless steel handrail Solar panel

2 3

2.76

Floor-to-ceiling glazing

9.23

4 5 6

Steel HEB section

0.44

Floor-to-ceiling glazing Steel slats

2.76

Steel exterior stairs 7 8

Steel access stairs

0.37

-1

-0.5 0

1

2

3

reference axis lines x

axis measures

x

real measures

E: 1/75 measures in m

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS

/ Elevations / Left

23

2.26

2.26

6.89

2.26

2.26

2.90 0.83 1.39 0.38 0.18

2.90

0.30

2.90

0.30

E: 1/50

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A - ideA PLANeS / Section 1/50 -1

-0.5 0

1

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2

3

b/ construction 25

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CONTAIENR 20’

4

CONTAINER 40’

6

TOT CONTAINER

10

UTIL AREA(m2)

339,21

BUILT AREA (m2)

453,67

OCCUPATION (m2)

284,38

COMPSUMPTION (kwh/day)

19810

SOLAR PANEL AREA (m2)

15,3

UNITS SOLAR PANEL (ud.)

23

SOLAR PANEL MEASURES (m)

1,23x0,541

CISTER MEASURES (m)

1,3x2,1x1,5

CAPATICITY (L)

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

4000

AUTONOMY (days)

5

SHED TIME (days)

7

TRANSPORTATION (days)

2

SITE TIME (days)

3

DESMANTLE TIME (days)

3

TOTAL TIME (days)

15

B - CONSTRUCTION

/ Technical specifications

27

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

B - CONSTRUCTION

/ Structure

28

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

B - CONSTRUCTION

/ Axonometrics

29

CODE

MATERIAL FUNCTION ATTACHMENT

FINISHING F01

corrugate steel

finishing

welded

F02 FINISHINGgypsum finishing and plastER board fire insulation

F01 F07

F02

corrugate steel composite+ interior gypsum comfort sheet flooring

plastic board

F11

Solar panel

STRUCTURE

F07

composite+ sheet steel tubecomfort structure section

S01

S08

F11 S06

Solar panel corrugate steel

S08 STRUCTURE steel tube section

S01

S11 S15

S06

PUR

S11

fitted finishing and fire insulation

screwed

screwed

interior flooring welded

fitted

Electricity

screwed

reinforcement welded supply support railing

fitted and screwed

S15

welded

support

corrugate reinforcement Ramp screwed steel structure support

welded

steel tube section

fitted and screwed

Steel profile

S08 INSULATION AS01

welded

steel tube structure HB 300 steel sectionreinforcement screwed profile

F11

Electricity supply

screwed

finishing

railing

thermal fitted HB 300insulation steel reinforcement

screwed

profile

support

Steel profile

Ramp structure

screwed

PUR

thermal insulation

fitted

INSULATION

S06

AS01

F01

AS01 F02

S01 S11 S01

F07 S15

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

B - CONSTRUCTION

/ Section 1:20

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CODE

MATERIAL FUNCTION FIXATION

FINISHING

F13 F02

F02

C06 S03

corrugate steel

finishing

welded

F02

gypsum plastic board

finishing and fire insulation

screwed

F03

gypsum plastic board

finishing false ceiling

screwed

F04

steel plate

flooring support

welded

F05

container wood flooring

flooring support

fitted

F07

composite+ comfort sheet

interior flooring

fitted

F08

wood looking composite

exterior flooring

fitted

F09

wooden strip

flooring support

screwed

F12

Ceramic paint

Finishing + Sun protection

Painted

F13

gypsum plastic board wáter resistant

Finishing bathroom

S01

steel tube section

structure

welded

S02

aluminium chanel

support

welded

S03

wood profile

support

screwed

PUR

thermal insulation

fitted

C05

Glass

Light entry

fitted

C06

Air space

Air space

S03 C05

S02

S02

F01

F01 F12

F12

F01

C05

F08 F09 F01 AS01 S02 S03 F03

STRUCTURE

INSULATION AS01

F01 AS01 S02 S03 F03

CARPENTRY

F07 F05 S03 AS01 F03 S01

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

B - CONSTRUCTION

/ General Sections

31

sanitation tank

sanitation clean water

distribution plans Devices called sanitrix that act of crushers and pumps are available to the accumulation of waste in order to accumulate all in a tank located on ground floor Grey water solution.

Basin water is reused to the wc cistern. In this way we save a significant amount of water.

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

B - CONSTRUCTION

/ Facilities / water facilities

32

PB W

units Lighted outdoor lighted plug socket cofe fridge dishwasher others

32 12 5 1 1 1

time 11 11 220 600 98 520

TOTAL (W)

8 2 2 1 24 2

2816 264 2200 600 2352 1040

34 2 are5

time

P2 W

units

TOTAL (W)

11 11 integrated 220 on

8 2992 Solar panels 2 44 Solar panels our building, situated 3 3300 0 next to the handrailing and taking advantage of their small format to be as discreet as possible. These 0 0 solar panels produce altogether a similar quantity as 1 500 1 500

14 5 4 1

time 11 11 220 600

needed for the daily electricity consumption.

TOTAL

9272 W TOTAL day

solar panels w

time 100

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

P1 W

units

production at day 6

6836 W

TOTAL (W)

8 2 2 1

1232 110 1760 600 0 0 0 3702W

A space on ground floor has been projected for 19810 W storing the equipment needed.

600

units 27

TOTAL day 16200 W

B - CONSTRUCTION / Facilities / Solar panels situation

33

PB W

units Lighted outdoor lighted plug socket cofe fridge dishwasher others

32 12 5 1 1 1

time 11 11 220 600 98 520

TOTAL

units

TOTAL (W)

8 2 2 1 24 2

P1 W

2816 264 2200 600 2352 1040

time 11 11 220

8 2 3

1

500

1

9272 W TOTAL day

units

TOTAL (W)

34 2 5

P2 W

2992 44 3300 0 0 0 500

14 5 4 1

time 11 11 220 600

TOTAL (W)

8 2 2 1

1232 110 1760 600 0 0 0 3702W

6836 W 19810 W

solar panels w

time 100

production at day

600

units

6

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

27

SCS - December 2014

TOTAL day 16200 W

B - CONSTRUCTION / Facilities / Electricity facilities and solar panels.

34

c/ Assembly 35

36

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Story board

37

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile C02 - Aluminium frame AS01 - PUR F02 - Gypsum plasterboard S06 - Corrugated steel

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Axonometrics / component 1.1

38

F02 - Gypsum plasterboard AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F01 - Corrugated steel

S06 - Corrugated steel

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

C02 - Aluminium frame

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Axonometrics / component 1.2

39

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F02 - Gypsum plasterboard

S06 - Corrugated steel S16 - Steel tube section

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

C02 - Aluminium frame

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

c - ASSEMBLY / Shed / Axonometrics / component 2.1

40

Interior partition

S06 - Corrugated steel

F02 - Gypsum plasterboard AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F01 - Corrugated steel

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

C02 - Aluminium frame

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Axonometrics / component 2.2

41

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F02 - Gypsum plasterboard

S06 - Corrugated steel

Interior partition

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

C02 - Aluminium frame

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Axonometrics / component 3.1

42

Interior partition S06 - Corrugated steel

F02 - Gypsum plasterboard S02 - Aluminium chanel + S03 Wood profile F01 - Corrugated steel AS01 - PUR C02 - Aluminium frame F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY

/ Shed / Axonometrics / component 3.2

43

F02 - Gypsum plasterboard AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F01 - Corrugated steel

S06 - Corrugated steel S16 - Steel tube section

Interior partition

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Axonometrics / component 4.1

44

S06 - Corrugated steel S16 - Steel tube section

F02 - Gypsum plasterboard AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F01 - Corrugated steel C02 - Aluminium frame

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Axonometrics / component 4.2

45

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F02 - Gypsum plasterboard C02 - Aluminium frame

S06 - Corrugated steel

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Axonometrics / component 5.1

46

Interior partition F02 - Gypsum plasterboard AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F01 - Corrugated steel

S06 - Corrugated steel

C02 - Aluminium frame

F01 - Corrugated steel S02 - Aluminium chanel + S03 Wood profile AS01 - PUR F03 - Gypsum plasterboard

F05 - Container wood flooring AS01 - PUR S02 - Aluminium chanel + S03 Wood profile F04 - Steel plate S01 - Steel tube section

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY

/ Shed / Axonometrics / component 5.2 47

CODE

AS01

F03

S03

C01

S02

W01

A04

MATERIAL FUNCTION ATTACHMENT

FINISHING F01

corrugate steel

finishing

welded

F02

gypsum plaster board

finishing and fire insulation

screwed

S01

F03

gypsum plaster board

finishing false ceiling

screwed

F01 F12

F04 CODE

steel plate flooring welded MATERIAL FUNCTION FIXATION support

FINISHING F05 F01

S02 A01

container wood flooring

corrugate finishing Ceramic paint Finishing + steel

F12

F02

S03

Sun protection

STRUCTURE plastic board

gypsum

finishing and fire insulation

S01

structure

steel tube section

F03 S02

gypsum aluminium plastic board chanel

F02 S03

wood profile

F04 S04

steel plate aluminium plate

DET1

flooring support

screwed

welded screwed

Finishing + Sun protection

Ceramic paint W01

neoprene

welded

support

F12

WATERPROOF

screwed

flooring enclosing support flooring support

PUR

welded

Painted

finishing screwed support false welded ceiling

F05 INSULATION container wood flooring AS01

fitted

fitted

thermal insulation

fitted

waterproofing

screwed

Painted

STRUCTURE

CARPENTRY

S01 C01

steel tube aluminium section pre-frame

structure carpentry

welded screwed

S02 C02

aluminium aluminium frame chanel

carpentry support

screwed welded

wood profile

support

screwed

threated enclosing fixation

screwed

S03

F02

FIXATION A01

steel

S04

aluminium plate A04

Steel

Transport protection

INSULATION

S02

AS01

PUR

thermal insulation

fitted

neoprene

waterproofing

screwed

WATERPROOF W01 CARPENTRY C01

1 2

A

B C

D E

I

aluminium pre-frame

carpentry

screwed

aluminium frame

carpentry

screwed

steel

threated fixation

Steel

Transport protection

3 4

C02

S01

F05

F04

5

FIXATION A01

A01

S04

C01

C02

7

A04

E: 1/5

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Shed / Details

/ General

48

CODE

S03 S02 F03 F13

MATERIAL FUNCTION FIXATION

FINISHING

S01

F12

F01

corrugate steel

finishing

welded

F02

gypsum plastic board

finishing and fire insulation

screwed

CODE

F03

gypsum plastic board

finishing false ceiling

screwed

F04

steel plate

flooring support

welded

F01

F05

container wood flooring

flooring support

fitted

S02

F13

gypsum plastic board wáter resistant

Finishing bathroom

screwed

Composite wáter resistant+ comfort sheet

Finishing bathroom

S03 F02

F14

F13

fitted

STRUCTURE S01

steel tube section

structure

welded

S02

aluminium chanel

support

welded

S03

wood profile

support

screwed

PUR

thermal insulation

fitted

INSULATION AS01

!

MATERIAL FUNCTION ATTACHMENT

FINISHING F01

corrugate steel

finishing

welded

F02

gypsum plaster board

finishing and fire insulation

screwed

F03

gypsum plaster board

finishing false ceiling

screwed

F04

steel plate

flooring support

welded

F05

container wood flooring

flooring support

fitted

F13

gypsum plaster board wáter resistant

Finishing bathroom

screwed

F14

Composite wáter resistant+ comfort sheet

Finishing bathroom

fitted

S01

steel tube section

structure

welded

S02

aluminium chanel

support

welded

S03

wood profile

support

screwed

PUR

thermal insulation

fitted

STRUCTURE

INSULATION AS01

A

B C

D E

F

G H

I

1 2

3 4

5

6

AS01 F05

F14

F04

7

E: 1/5

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY

/ Shed / Details / Toilet

49

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / Transport / Storyboard

50

Once each container is finally prepared on shed, certain safety measures have to be taken for transport to project site.

Firstly, some temporary steel supports will be attached on those places where holes made on shed are larger than usual. Plywood boards are screwed to the container structure so holes are covered and water entry is avoided.

After these measures are taken into consideration, containers are carried to the trucks and driven to the port through the

Steel temporary supports Plywood board Screws

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

Aluminium carpentry frame Reused corrugated steel reinforcement

c - ASSEMBLY / transport/ axonometric

51

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY / On site / Storyboard [part1]

52

FOUNDATION DETAIL: ADJUSTABLE STEEL PLATE

-1 -0,5 0

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

1

2

3

c - ASSEMBLY / On site / Foundation

53

F08 F09 F08 F09 F01

F01

W03

W03 W04

W04 S01 S06S01 AS01 S06AS01 S02

S03 S02

S03 F03

F03

D1 D3 A01 S01A01 W02S01 W01 W02 W01

F02 A02S02 S03 S02 W03 A02 W03S03

F02 F01 AS01 AS01 F01

D1

D3 D2

D2

FINISHING FINISHING

Horizontal section

F01

F01

corrugate corrugate finishing finishingwelded welded steel CODEsteel MATERIAL FUNCTION ATTACHMENT

F02

F02FINISHING gypsum gypsumfinishing finishing and screwed and screwed plastic board plastic board fire insulation fire insulation F01

S01

S01 AS01

F05S03F07 AS01 F04 S02 F04S03 S02 F05

F02

corrugate steel

finishing

welded

gypsum

finishing and

screwed

gypsum

finishing false

screwed

F03

F03

F04

F04

steel plate steelboard plate flooring plastic ceilingflooring welded welded support support

F05

F05F04

container container flooringwelded fitted steel plate flooring flooring support wood flooring wood flooring support support

fitted

F07

F07F05

container flooring composite+ composite+ interior interior fitted fitted flooring support comfort wood sheet comfort flooring sheet flooring

fitted

F08

F08

F03

F07

F07 F08

F09

F09

gypsumplastic gypsum finishing finishing false screwed false screwed board fire insulation plastic board plastic board ceiling ceiling

composite+

interior

fitted

wood looking wood sheet looking exterior exterior fitted comfort flooring composite composite flooring flooring

fitted

wood looking exterior fitted flooring woodencomposite wooden strip flooring strip flooring screwedscrewed

F09

STRUCTURE STRUCTURE

support supportscrewed wooden strip flooring support

STRUCTURE

S01

S01

steel tube steel tube structurestructure welded welded tube structure welded section steel section

S02

S02S02

aluminium aluminium support supportwelded welded welded aluminium support chanel chanel chanel

S03

S03S03

wood profile support wood profile wood profile support supportscrewed screwedscrewed

S06

S06

S01

section

S06

corrugate reinforcement welded corrugate corrugate reinforcement reinforcement welded welded steel support steel steel support support

INSULATION

INSULATION INSULATION AS01

AS01

AS01

PUR

PUR

PUR

WATERPROOF

WATERPROOF WATERPROOF W01 neoprene

thermal

fitted

insulation thermal thermal fitted insulation insulation waterproofing

fitted

screwed

W01

W01W02

neoprene nut waterproofing screwed neoprene neoprene waterproofing waterproofing screwedscrewed

W02

W02W03

steel plate waterproofing waterproofing welded neoprene neoprene nut nut waterproofing screwedscrewed

W03

W03

steel plate steel plate waterproofing waterproofing welded welded water and water steel plate andwaterproofing screwed drainagedrainage

W04

and water drainage

FIXATION

W04

W04

A01

steel plate steel plate waterproofing waterproofing screwedscrewed steel

FIXATION FIXATION A01

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

A02

A01

steel

rivet

rivet

steel

c - ASSEMBLY A02

A02

!

!

threated fixation fixation

fixation 7 On fixation site / Details / Union

rivet

E: 1/5

threated threated fixation fixation

54

S01

S04

S01

S04

S04

D2 S04

S04

S04

C01 C03

AS01

F03

CODE

S04

C01 C03 S11 F03

AS01

AS01

F05

S04

F07

C01 C03 C02

FINISHING F03

F03

gypsum plaser board

finishing false ceiling

F05

container wood flooring

flooring support

F06

steel plate with anti-slip treatment

stairs flooring

C01 W01

F07

S04

S04

F07

S10

C02

F06 A02+W02

S01

C01

S04

S04

A01

W01

composite+ comfort sheet

interior flooring

F06 A02+W02

aluminium plate

S10

INSULATION fitted AS01

fitted

interior flooring

W01 S01welded

aluminium plate

enclosing

S10

steel plate

stairs support

S11

HB 300 steel profile

C03 reinforcement screwed S11 support

W02 CARPENTRY

S04screwed

HB 300 steel profile

reinforcement

PUR

thermal insulation

F03

gypsu plastic

fitted

F05

conta wood

screwed

F06

steel p with a treatm

fitted

F07

comp comfo

screwed

interior flooring fitted

STRUCTURE

waterproofingstructure screwed steel tube section waterproofing screwed

welded

S01

steel t sectio

aluminium carpentry plate

screwed

S04

alumin plate

screwed

S10

steel p

screwed

S11

HB 30 profile

neoprene

neoprene nut

C02

aluminium frame

carpentry

gum

break thermal bridge

A01

PUR

thermal insulation

enclosing

aluminium pre-frame

steel plate

HB 300 steel profile steel

threated fixation

rivet

fixation

INSULATION fitted

A02

AS01

PUR

WATERPROOF

F06 A02+W02

flooring support welded

C01

S10screwed

INSULATION

S10

screwed

fitted

enclosing screwedflooring steel plate stairs with anti-slip steel plate stairs support screwed treatment support composite+ comfort sheet

FINISHING

WATERPROOF

structure

AS01

flooring support

container wood flooring structure

STRUCTURE

screwed screwed

stairs support screwed

reinforcement support

INSULATION thermal insulation

fitted

AS01

PUR

W01

neoprene

WATERPROOF waterproofing screwed

W02

neoprene nut

waterproofing screwed W01

C01

aluminium pre-frame

carpentry

CARPENTRY

C02

aluminium frame

carpentry

C01screwed

aluminium pre-frame

carpentry

screwed

C01

alumin pre-fra

C03

gum

break thermal C02screwed bridge

aluminium frame

carpentry

screwed

C02

alumin frame

gum

C03

gum

steel

threated fixation

break thermal bridge

screwed

A01

A02

rivet

fixation

CARPENTRY

W02

FIXATION

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

composite+ comfort sheet

S04

screwed

screwed

gypsum stairs flooring finishing false screwed plastic board ceiling

steel tube section

FIXATION

S01 S10

F06

finishing false ceiling

steel plate with anti-slip treatment

S01

steel tube section

S04

C01

STRUCTURE

fitted

S11

STRUCTURE

F05

screwed F07

F07

S01

AS01

F06

F05

S04

gypsum plastic board

F05 container MATERIAL FUNCTION ATTACHMENT wood flooring

FINISHING

A01

D2

FINISHING F03

S11

D1

D1

S01

WATERPROOF neoprene

waterproofing

screwed

W01

neopr

neoprene nut

waterproofing

screwed

W02

neopr

screwed

C03

CARPENTRY

FIXATION

FIXATION

A01

steel

threated fixation

A01

steel

A02

rivet

fixation

A02

rivet

c - ASSEMBLY 7 On site / Details / Acces

E: 1/5 55

F06

S10

A03

S12

F09

F08

S01

S02

F03

F10

AS01 S04 S06 C01 C03 C02

S12 C01 A03

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

S11

F01

F03

F05

F07

c - ASSEMBLY / On site / Details / Outdoor Stairs

56

S01

02

S02

F03

F03

F10 F10

S02 S02

S13

S13

S14 S14

D1 D1

AS01 S04 S06

D2 D2

C01 C03 C02

F03

FINISHING F01 FINISHING F01

corrugate F03

finishing

steel F03

Horizontal section

welded

gypsum welded plastic board

finishing false ceiling

screwed

flooring support

fitted

stairs flooring

screwed

interior flooring

fitted

CODE

finishing

welded

F03

gypsum plaster board

finishing false ceiling

screwed

F05

container wood flooring

flooring support

fitted

F06

steel plate with anti-slip treatment

stairs flooring

screwed

F07

composite+ comfort sheet

interior flooring

fitted

F08

wood looking composite

exterior flooring

fitted

F09

wooden strip

flooring support

screwed

F10

steel slat

stairs finishing

welded

S01

steel tube section

structure

welded

S02

aluminium chanel

support

welded

screwed

S03

wood profile

support

screwed

screwed

S04

aluminium plate

enclosing

screwed

S06

corrugate steel

reinforcement support

welded

S10

steel plate

stairs support

screwed

S11

HB 300 steel profile

reinforcement support

screwed

S12

U steel profile

stairs support

welded

S13

steel plate

slat support

screwed

screwed

S14

steel plate

join slats

screwed

screwed

INSULATION PUR

thermal insulation

fitted

C01

aluminium pre-frame

carpentry

screwed

C02

aluminium frame

carpentry

screwed

C03

gum

break thermal bridge

screwed

steel

threated fixation with nut

container F06 wood flooring

flooring support

F06

steel plate F07 with anti-slip treatment

steelfitted plate with anti-slip treatment stairs flooring screwed composite+ comfort sheet

F07

F08 composite+ comfort sheet

interior flooring

woodfitted looking composite

exterior flooring

fitted

F08

F09 wood looking composite

exterior flooring

wooden fittedstrip

flooring support

screwed

F09

F10 wooden strip

flooring support

steelscrewed slat

stairs finishing

welded

F10

steel slat STRUCTURE stairs finishing S01

steel tube section

structure

welded

structure

aluminium welded chanel

support

welded

aluminiumS03 chanel S04

support

woodwelded profile

support enclosing

S03

wood profile

support

aluminium platescrewed

S04

aluminiumS06 plate

enclosing corrugate screwed steel

reinforcement support

welded

S06

corrugate S10 steel S11

stairs support

screwed

reinforcement support

screwed

stairs support

welded

slat support join slats

section S02

welded

S10

steel plate

steelwelded plate reinforcement support HB 300 steel profile stairs support screwed

S11

S12 HB 300 steel profile S13

U steel profile reinforcement screwed support steel plate

S12

U steel profile S14

stairs support welded steel plate

S13

steel plate slat support INSULATION

S14

steel plate join slats AS01

AS01

PUR

CARPENTRY

STRUCTURE

AS01

screwed

screwed PUR

INSULATION

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

corrugate steel

F05

steel tubeS02

CARPENTRY thermal fitted insulation C01 aluminium pre-frame

thermal insulation

fitted

carpentry

screwed

C01

aluminiumC02 pre-frame

carpentry aluminium screwed frame

carpentry

screwed

C02

aluminiumC03 frame

carpentry gumscrewed

break thermal bridge

screwed

C03

gum

FIXATION break thermal screwed bridge A03 steel

FIXATION A03

steel

threated fixation with nut

MATERIAL FUNCTION ATTACHMENT

FINISHING F01

finishing false screwed container ceiling wood flooring

S01

F07

finishing

gypsum F05 plastic board

STRUCTURE

F05

corrugate steel

CARPENTRY

FIXATION

threated fixation with nut

A03

c - ASSEMBLY / On site / Details / Outdoor Stairs

57

CODE

FINISHING MATERIAL FUNCTION ATTACHMENT

FINISHING

F01

F06

corrugate

welded

corrugate steel steel

F06

F06

steel plate stairs flooring screwed steel plate stairs flooring with anti-slip with anti-slip treatment

F07

composite+ comfort sheet

flooring

aluminium

support

F07

welded

treatment interior composite+ comfort sheet

STRUCTURE S02

finishing

finishing

F01

screwed

fitted

interior flooring

fitted

welded

STRUCTUREchanel S03

wood profile

S04

aluminium chanel enclosing plate

S11 S03

HB 300wood steel profile reinforcementsupport screwed profile support

S02

F07

S04 INSULATION

A01

AS01

PUR

W04

W04

AS01 A01

aluminium plate thermal insulation

S11

HB 300 steel profile

WATERPROOF

AS01

support

aluminium

steel plate

screwed

support

welded

screwed

screwed

enclosing

screwed

fitted

reinforcement support

waterproofing

screwed

screwed

INSULATION

FIXATION

S11

steel

PUR

thermal insulation

fitted

steel plate

waterproofing

screwed

steel

threated fixation

threated fixation

WATERPROOF W04 FIXATION A01

AS01 S04 F01 S02 S03 E: 1/8

E: 1/5

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY 7 On site / Details / Interior Stairs

58

D1

S08

D1

S09S08

W05

S09

F03

A01

AS01

F01

S02 S03

A02+W02 F09

F08

S07 W05

F03

A01

AS01

F01

S02 S03

A02+W02 F09

F08

S07 W01

W01

CODE FINISHING FINISHING F01 F01

F03 FINISHING F03

MATERIAL FUNCTION ATTACHMENT corrugate steel corrugate steel

gypsum plastic gypsumboard plaster board

F01 F08 F08

F03 F09

F09

finishing finishing

finishing false ceiling false finishing ceiling

welded welded

screwed screwed

corrugate finishing welded steel wood looking exterior fitted wood looking exterior fitted composite flooring gypsum finishing false screwed composite flooring plastic boardflooring ceiling wooden strip screwed wooden strip flooring screwed support support

STRUCTURE F08 STRUCTURE S02 S02 F09

wood looking exterior composite flooring aluminium support aluminium support chanel wooden strip flooring chanel support wood profile support wood profile support

fitted welded welded screwed

S03 screwed S03 screwed STRUCTURE S07 steel tube tube railing S07 steel railingsupport support screwed screwed section section S02 aluminium support welded chanel S08 steel tube railing fitted and screwed S08 steel tube railing fitted and section S03 wood profile support screwed section screwed S09

S09 S07

aluminium

solar panels

screwed

steel tube support support screwed aluminium solarrailing panels screwed plate platesection support

INSULATION

INSULATION S08 AS01

steel tube

PURsection

AS01 PUR S09 aluminium WATERPROOF plate WATERPROOF W01 neoprene INSULATION W01 neoprene W05 steel plate AS01 PUR W05 steel plate FIXATION

DETAIL RAILING SUPPORT E:[1/1]

WATERPROOF A01 steel FIXATION W01 neoprene A01 steel W05 steel plate

railing

fitted and

thermal insulation thermal

fitted screwed

waterproofing

screwed

fitted insulation solar panels screwed support

waterproofing screwed screwed water thermal fitted drainage water insulation screwed drainage threated fixation waterproofing

threated fixation water drainage

screwed screwed

FIXATION A01

DETAIL RAILING SUPPORT E:[1/1]

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

steel

threated fixation

c - ASSEMBLY7 On site / Details / walkable Roof

E: 1/5 59

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

c - ASSEMBLY 7 On site /Storyboard [part 2]

60

d/ infogrAphiCs 61

62

63

64

65

66

67

68

69

70

e/ specificAtions 71

72

E1 DESCRIPTIVE REPORT 1 Location data Location: The project is situated on the Port of the city of Alicante, taking part of the event of Volvo Ocean Race, which this city holds. The port is located right near the city center and can be easily approached from the airport following N-332 road. The city of Alicante is located in the middle-east of the province of Alicante, next to the coastline and separated by 80 Km from Murcia and 170 Km from Valencia.

Plot: The Race Village takes 40.000 sqm of the whole surface of the port of Alicante, being 284.38 sqm aimed for the pavilion.

Surface: The surface found on the project site is presented almost completely flat, so any relevant problem with levelling is expected to come up.

2 Agents Promoter: Volvo Ocean Race Builder: Hometainer (in association with ECISA) Architects: Carlos Bonilla Enseñat, Ángel Gambín Gómez and Rocio Gómez Gómez 3 Building description Program: The program itself responds to the Volvo Ocean Race and the City of Alicante demands for building a representative pavilion which will be temporarily installed on each port taking part of the Volvo Ocean Race event. The specific program for our pavillion is the following: -Visitors hall and information point -Exhibition area linked to VOR museum -Conference and projection area linked to the city of Alicante -Toilets and service area -Merchandising shop -Bar -Hospitality area Design: The design of the building is thought to be easily assembled and dismantled in a few days so that it fits the timing conditions of transportation from one port to another. It uses reused shipping containers previously cut on shed and prepared to hold people inside. The existing container structure remains visible in an intention for reflecting the maritime aspect and making a more economical design.

The designs looks for an efficient pavilion, integrating solar panels on it as a way of self-supply. Solar panels are placed looking at several directions, making the most of climate conditions on every port. An independent structural element is used on the building to solve a 6 m cantilever holding the conference room.

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

People attendance: The attendance is expected to be high as it will be the main pavilion of a worldwide event.

E2 CONSTRUCTIVE REPORT 1 Building support Foundation: Surface is completely flat as the area is aimed for these and other kind of events. Given this, the pavilion can be supported by itself, using the container structure, but we will be using adjustable steel plates to equal the height gap created by the cantilever structural element. These steel plates will also be useful in case we find any gradient in any of the ports in which the building will be assembled.

Structure: The building uses several structural elements in order to solve singular points where the container original structure cannot work properly. To solve the 6 m cantilever located on the first floor, HEB steel sections are assembled to support the upper container.

Besides, steel tubular sections are used to reinforce the stairs gap and also reused corrugated steel strips are welded as reinforcement of the large cuts made on shed. The large exterior staircase can be well supported attaching steel section to the container structure.

The remaining elements are self-supported thanks to the inertia of the corrugated steel and tubular sections of the original module.

2 Enclosure The building enclosure consists of corrugated steel with ceramic paint that provides sun protection. On the corrugated steel, Polyurethane foam is sprayed, giving thermal insulation to the building.

3 Partitioning Interior partitions in the building are solved using gypsum plasterboards on both sides, attached to aluminium channels and holding the thermal insulation in between.

4 Finishing All finishing is made of gypsum plasterboard with a layer of paint on them in the interior. Exterior finishing is made of corrugated steel and ceramic paint as said previously.

5 Facilities and equipment Water supply and drainage: PVC pipes are used for water supply and connected to the closest water network. PVC pipes will also be used for water drainage and sanitation.

Electricity supply: Electricity supply will be done by connection to port network and using copper wires. Solar panels are used for backup supply.

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CODE

MATERIAL

APPROVAL

REFUSAL

IMPLEMENTATION

AS0 1

PUR

Easy and fast to apply. Surface adaption. Proper to thermal bridge break.Thermal conductivity(10 ºC) = 0,022 W/m·K, according to UNE 92202

Irregular finishing.

Verify good conditions of insulation.

Applied on shed. It does not need previous mortar.

C01 / C02

Carpentry

Low permeability:0,52 m3/h. Thermal conductivity(10 ºC): 1,2 W/m2.K

Bulging of the container structure could deform the frame. Easy to break during transport.

It is installed on shed with a previous neoprene frame to absorb the physical tension. It will be protected with a wood panel during transportation.

F12

Ceramic paint

Reduce the thermal transmission

Verify the good condition of the paint. The container will be repaint in case it needs it.

Application layered on a surface previously cleaned of defects.

F02/ F03/ F13

Gypsum plastic board

Dimensions: 60X240X1.3 cm.

Water resistant boards in the toilets.

Same finishing in walls and ceiling.

Supply plates with different sizes and colours is needed, uneven surfaces and edges damaged or supplied without proper cover.

Separate the screws at least 20 cm and 15 cm from the edges of the boards. Do not insert the screw head deeper inside the plaster board.

F07

Composite +comfort sheet

Thickness: 40mm + 10 mm comfort sheet.

Abrasion resistance: EN 438-2 Apto.11 AC6.

Dimensions: 250x50 cm

Due to the fact that wood is a natural product, each sheet can be considered unique. The presence of slight differences in colour and structure is considered normal. Special features such as knots and resin inclusions are not considered defects, but part of the decoration.

Depend on the species and origin of wood there are behaviour differences regarding colour fastness to light. It will not be admitted pieces with the slightest variation of size.

It is placed on site, over the existing wood container floor.

The comfort sheet is rolling on the floor and then the composite is fitted one to another.

F08

Exterior composite

Water and sun resistant. Dimensions: 240x50 cm

Due to the fact that wood is a natural product, each sheet can be considered unique. The presence of slight differences in color and structure is considered normal. Special features such as knots and resin inclusions are not considered defects, but part of the decoration.

Depend on the species and origin of wood there are behaviour differences regarding color fastness to light. It will not be admitted pieces with the slightest variation of size.

It is placed in a system of wood strips. The pieces are joined by a system clips which is hidden after assemble.

Requires a minimum knowledge regarding the installation and tools for cutting and fixing.

F06

Steel plate with anti-slip treatment

Dimensions: 372x22 cm

It will not be admitted pieces with the slightest variation of size or surface imperfections.

Screwed to steel stairs profiles.

S08

Stainless steel railing

Tensile strength up to a maximum load of 250kg.

It will not be admitted pieces with the slightest surface imperfections.

Delivery without documented proof of compliance with their technical characteristics

It is screwed in the container structure, previously drawing the place carefully. It will have a neoprene sheet to assure the waterproofing.

S02

Aluminium tube section

Dimensions: 4x2x0,3 cm.

Warping and imperfections in the conformations of the profiles.

Supply of parts with different sizes and thicknesses below. Delivery without documented proof of compliance with their technical characteristics.

It will be welded on shed over the corrugated steel.

S06

Corrugate steel to reinforce the container.

Dimensions: 20cmx the container length

It will not be admitted rusted pieces. They have to maintain their corrugated form. They will have the dimensions calculated previously.

Reuse the corrugate steal cut previously to reinforce the container hole. It will be welded on shed.

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

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CODE

MATERIAL

FUNCTION

ATTACHMENT

DIMENSIONS

THICKNESS

BRAND

FINISHING F01

corrugate steel

finishing

welded

-

3mm

JSV

F02

gypsum plaster board

finishing and fire insulation

screwed

60x240cm

13mm

PLADUR

F03

gypsum plaster board

finishing false ceiling

screwed

60x240cm

13mm

PLADUR

F04

steel plate

flooring support

welded

234cmxcontainer dimension

4mm

INCAFE2000

F05

container wood flooring

flooring support

fitted

234cmxcontainer dimension

10mm

JSV

F06

steel plate with anti-slip treatment

stairs flooring

screwed

372x22cm

10mm

INCAFE2000

F07

composite+ comfort sheet

interior flooring

fitted

250x50cm

50mm

Parklex.

Naturtek

F08

wood looking composite

exterior flooring

fitted

240x50cm

50mm

neoture

F09

wooden strip

flooring support

screwed

240x10com

60mm

neoture

F10

steel slat

stairs finishing

welded

6x400 cm

10mm

INCAFE2000

F11

Solar panel

Electricity supply

screwed

123x54,1 cm

15mm

Moscatelli

F12

Ceramic paint

Finishing + Sun protection

Painted

F13

gypsum plastic board water resistant

Finishing bathroom

Screwed

60x240cm

23mm

PLADUR

S01

steel tube section

structure

welded

vary

5mm

JSV

S02

aluminium chanel

support

welded

2x4cm

3mm

INCAFE2000

S03

wood profile

support

screwed

2x4cm

20mm

Grupo Villapol S.A.

S04

aluminium plate

enclosing

screwed

-

3mm

INCAFE2000

S05

aluminium plate

water drainage

screwed

-

3mm

INCAFE2000

S06

corrugate steel

reinforcement support

welded

-

3mm

JSV

S07

steel tube section

railing support

screwed

20x6com

3mm

INCAFE2000

S08

stainless steel

railing

fitted and screwed

120x5cm

3mm

Comenza.

Glassfit

S09

aluminium plate

solar panels support

screwed

60cm

3mm

INCAFE2000

S10

steel plate

stairs support

screwed

22x10cm

3mm

INCAFE2000

S11

HB 300 steel profile

reinforcement support

screwed

30cm

18mm

INCAFE2000

S12

U steel profile

stairs support

welded

15cm

5mm

INCAFE2000

S13

steel plate

slat support

screwed

-

3mm

INCAFE2000

Grupo Humegal

STRUCTURE

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

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G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

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E 3.3 SPECIFICATIONS ABOUT THE IMPLEMENTATION OF THE PROJECT UNITS + DESCRIPTION OF SINGULAR CONSTRUCTION PROCESSES

2 CTE DB HS Basic request HS 1: Damp protection

Firstly, each component of the building with be separately treated on shed, making the certain cuts specified on the plans so the spaces defined on the project are obtained when put together. After these cuts made, the container structure will be reinforced on those places specified on the project documentation. After that, wooden and steel channels are welded to the corrugated steel and polyurethane foam is sprayed onto them providing thermal insulation and avoiding any thermal bridge. Gypsum plasterboards are well attached to the previously welded strips, prepared to bear transportation and assembly and dismantle of components. Finally, window frames are installed on each component and also interior partitions and doors, also well prepared to be transported and support movements.

Entrance of water or appearance of damp on the building and its enclosures as a consequence of rainwater, water from soil or condensations, having means that avoid its penetration or allow its evacuation without producing damages.

For transport, certain reinforcement is needed like temporary steel supports on those holes which are larger than usual and cannot be supported by themselves. For safety, wooden boards will be screwed to the container holes during transport.

Basic request HS 4: Water supply

During transport, the truck will take the straightest way, avoiding close turns and narrow lanes and containers will be attached to the vehicle preventing movements and possible damages. Steel beams and profiles for stairs, flooring, facilities-related equipment and furniture will be carried separately from their certain manufacture also avoiding risks or movements.

The building has the proper means to supply water prepared for consumption to the hygienic equipment, providing enough flow for its functioning, without alteration of the properties for consumption and avoiding possible returnings that can contaminate the network, incorporating means that permit saving and controlling water. Hot water production equipment are provided with accumulation systems and use points have the characteristics that avoid the growth of pathogenic germs.

Once on site, all the corners where the containers will be will be highlighted and the structure of the cantilever consisting of HEB sections will be carefully assembled using screws, avoiding any damage to the different parts as it will have to be usable on all ports.

Containers will be stacked using forklifts for ground floor and crane-truck for higher floors. Joints between containers will be solved using steel plates and neoprene, providing waterproofing at all times. Stairs and handrailing will be installed carefully preventing damages in any piece. The same conditions apply to furniture, glazing and flooring. For solar panels and facilities equipment, the condition of being properly installed so that systems work is added.

E4 CTE COMPLIANCE 1 CTE DB HE Basic request HE 1: Energetic demand limitation The building has an enclosure with certain characteristics that limit properly the energetic demand needed to reach thermal comfort according to local climates, building use and summer and winter regime, and also because of its characteristics of insulation and inertia, wind permeability and sun exposure, reducing the risk of damp and condensation that can damage its characteristics and treating properly thermal bridges to limit the losses or gains of heat and avoid problems with thermal comfort.

Basic request HS 2: Collection and evacuation of waste The building has areas and means to extract ordinary waste generated on them accordingly with the public collection system so that it facilitates the adequate separation of the waste, the selective collection of them and its later management.

Basic request HS 5: Water evacuation The building has the proper means to extract the waste water generated on them independently o together with atmospheric precipitations and soil water.

3 CTE DB SE Basic request SE 1: Resistivity and stability Resistivity and stability will be the adequate so they do not generate inappropriate risks, so resistivity and stability remains opposite actions during construction phase and expected building uses, and that an extraordinary event does not produce consequences regarding the original cause and facilitates the expected maintenance.

Basic request SE 2: Ability for service The ability for service will be according with the expected building use so impermissible deformations are not produced, probability of impermissible dynamic behaviour is limited and impermissible deterioration is not produced.

Basic request HE 3: Energetic efficiency in lightning facilities The building has proper lightning facilities adjusted to user´s necessities and at the same time energetically efficient having a control system that allows adjusting it to the real occupation of the area and also a regulation system that optimizes natural light on the areas that gather certain conditions.

Basic request HE 5: Minimal photovoltaic contribution of electric energy Solar energy catching and transformation systems to electric energy by photovoltaic procedures for self-use or to network supply are incorporated on the building. The derivative values of this basic request will have consideration of minimal without damage of more strict values that can be set by competent administrations and that contribute to sustainability, assisting to the characteristics of its location and territorial scope.

G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez

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