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
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
A - ideA PLANeS / Sketches
6
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
A - ideA PLANeS
/ Sketches
7
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
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A - ideA PLANeS/ Situation
8
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
9
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
10
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
11
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
11.59
2.44
2.44
11.76
1.00
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
axis measures x USE SURFACE bar 26,98 m2 x real measures Toilets PB 9,59 m2 Museum + reception 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
-0.5 0
1
2
3
A - ideA PLANeS / Measures planes / Ground floor
12
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 2.27
3.72
0.35 1.20 3.75 1.56
5 0.81
7
0.58
11.76
1.00
1.00
1.00
x USE Conference room x Store Toilets P1
axisSURFACE measures 35,82 m2 real32,51 measures m2 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
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0.58
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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 /First floor
13
A
B C
D E
F
G H 2.27
I 2.27
1 2
Ø 1.50
5.88
A
6
B C
D E
I
2.27
0.95 2.27
11.59
2.44
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
USE VIP room Toilets P2
x x
axis measures SURFACE 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
-0.5 0
1
2
3
A - ideA PLANeS / Measures planes /Second floor
14
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
1 2
B C
D E
I
2.27
2.27
11.59
2.44
2.44
11.76
0.24
6 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
1.00
x
axis measures
x
real measures
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
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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 /Top floor
15
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
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0.58
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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
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16
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
17
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
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0.58
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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
18
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
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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
20
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
21
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
22
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 24
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
25
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
B - CONSTRUCTION
/ Structure
26
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
B - CONSTRUCTION
/ Axonometrics
27
CODE
MATERIAL FUNCTION ATTACHMENT
FINISHING F01
corrugate steel
finishing
welded
F02 FINISHINGgypsum finishing and plastER board fire insulation
F01
F07
F02
F11
corrugate steel
S01
S08
S06
welded
fitted finishing and fire insulation
screwed
composite+
interior flooring welded
fitted
Solar panel
Electricity
screwed
composite+ interior gypsum comfort sheet flooring
plastic board
Solar panel
STRUCTURE
F07 F11
S11
F11
S15
S06
corrugate steel
S11
screwed
reinforcement welded supply support railing
fitted and screwed
steel tube structure HB 300 steel sectionreinforcement screwed profile
support
PUR
S15
welded
corrugate reinforcement Ramp screwed steel structure support
welded
steel tube section
railing
fitted and screwed
profile
support
Steel profile
Ramp structure
screwed
PUR
thermal insulation
fitted
Steel profile
S08 INSULATION AS01
Electricity supply
sheet steel tubecomfort structure section
S08 STRUCTURE steel tube section
S01
screwed
finishing
thermal fitted HB 300insulation steel reinforcement
screwed
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
C05 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
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
29
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
30
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
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
P1 W
units
100
time 6
production at day
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
31
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 100
time 6
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
production at day
600
units
SCS - December 2014
27
TOTAL day 16200 W
B - CONSTRUCTION / Facilities / Electricity facilities and solar panels.
32
c/ Assembly 33
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
c - ASSEMBLY
/ Shed / Story board
34
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 / Axonometries / component 1.1
35
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 / Axonometries / component 1.2
36
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 / Axonometries / component 2.1
37
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 / Axonometries / component 2.2
38
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 / Axonometries / component 3.1
39
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 / Axonometries / component 3.2
40
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 / Axonometries / component 4.1
41
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 / Axonometries / component 4.2
42
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 / Axonometries / component 5.1
43
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 / Axonometries / component 5.2 44
CODE
AS01
F03
S03
C01
S02
W01
MATERIAL FUNCTION ATTACHMENT
FINISHING
A04
S01
F01
corrugate steel
finishing
welded
F02
gypsum plaster board
finishing and fire insulation
screwed
F03
gypsum plaster board
finishing false ceiling
screwed
F04 CODE
F01 F12
steel plate flooring welded MATERIAL FUNCTION FIXATION support
FINISHING F05 F01
S02 A01
F02
S03
container wood flooring
corrugate finishing Ceramic paint Finishing + steel
F12
gypsum
finishing and fire insulation
S01
structure
steel tube section
gypsum aluminium plastic board chanel
S03
wood profile
F04 S04
DET1
Sun protection
STRUCTURE plastic board
F03 S02
F02
flooring support
steel plate aluminium plate
screwed
welded screwed
Finishing + Sun protection
Ceramic paint
W01
neoprene
STRUCTURE
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
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
S03
F02
S04
FIXATION A01
steel
aluminium plate
A04
Steel
INSULATION
S02
AS01
threated enclosing fixation
screwed screwed
Transport protection
PUR
thermal insulation
fitted
neoprene
waterproofing
screwed
WATERPROOF W01 CARPENTRY C01 C02
S01
F05
F04
1 2
3 4
5
A
B C
D E
I
aluminium pre-frame
carpentry
screwed
aluminium frame
carpentry
screwed
steel
threated fixation
Steel
Transport protection
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
45
CODE
MATERIAL FUNCTION FIXATION
FINISHING
S03 S02 F03 F13
S01
F01
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
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
F12
S03 F14
F02 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
!
CODE
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
46
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
c - ASSEMBLY / Transport / Storyboard
47
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
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
Steel temporary supports Plywood board Screws
Aluminium carpentry frame Reused corrugated steel reinforcement
c - ASSEMBLY / Transport / Axonometric
48
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
c - ASSEMBLY / On site / Storyboard [part 1]
49
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
50
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 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
F07
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
wood looking wood sheet looking exterior exterior fitted comfort flooring composite composite flooring flooring
fitted
F09
F03
F07 F08
F09
gypsumplastic gypsum finishing finishing false screwed false screwed board fire insulation plastic board plastic board ceiling ceiling
composite+
interior
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
S06
section
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
fitted
waterproofing
screwed
fitted
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
W04
W04
and water drainage
FIXATION A01
steel plate steel plate waterproofing waterproofing screwedscrewed steel
FIXATION FIXATION A01
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
thermal
insulation thermal thermal fitted insulation insulation
A02
A01
steel
rivet
rivet
steel
threated fixation fixation
threated threated fixation fixation
c - ASSEMBLY 7 On site / Details / Union A02
A02
!
!
rivet
fixation fixation
E: 1/5 51
S01
S04
S01
S04
S04
D2 S04
S04
S04
CODE
C01 C03
AS01
F03
AS01
AS01
F05
S04
F07
C01 C03 C02
S04
W01
F05
F07
S04
C02
C01
S04
S04
A01
W01
F06 A02+W02
container wood flooring
flooring support
fitted
S01
steel tube section
S04
F06
steel plate with anti-slip treatment
stairs flooring
aluminium plate
composite+ comfort sheet
interior flooring
S10
F06 A02+W02
F06
screwed S10 S11
F07
INSULATION fitted AS01
STRUCTURE
WATERPROOF
flooring support
fitted
composite+ comfort sheet
interior flooring
fitted
container wood flooring structure
enclosing screwedflooring steel plate stairs with anti-slip steel plate stairs support screwed treatment HB 300 steel profile
reinforcement
screwed
PUR
thermal insulation
fitted
support composite+ comfort sheet
F03
gypsu plastic
fitted
F05
conta wood
screwed
F06
steel p with a treatm
fitted
F07
comp comfo
STRUCTURE
structure
W01 S01welded
S04
aluminium plate
enclosing
S04screwed
S10
steel plate
stairs support
S11
HB 300 steel profile
C03 reinforcement screwed S11 support
PUR
thermal insulation
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
A01
steel
threated fixation
gum
break thermal bridge
screwed
C03
gum
A02
rivet
fixation
W02
CARPENTRY C01
S10screwed C02
FIXATION A01
INSULATION fitted
A02
AS01
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
aluminium pre-frame
W02
FIXATION
enclosing screwed
aluminium frame
carpentry
gum
break thermal bridge
steel
threated fixation
rivet
fixation
steel plate
HB 300 steel profile
PUR
WATERPROOF
F06 A02+W02
interior flooring
screwed
steel tube section
AS01
S10
flooring support welded
FINISHING
S01
CARPENTRY
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
STRUCTURE
screwed
gypsum stairs flooring finishing false screwed plastic board ceiling
F05
F05
finishing false ceiling
steel plate with anti-slip treatment
screwed F07
INSULATION
S01
F06
finishing false ceiling
STRUCTURE S10
C01
F03
gypsum plaser board
F07
S04
S01
AS01
FINISHING
F03
C01 A01
gypsum plastic board
F05 container MATERIAL FUNCTION ATTACHMENT wood flooring
FINISHING
S04
C01 C03 S11 F03
D2
FINISHING F03
S11
D1
D1
S01
screwed
stairs support screwed
reinforcement support
INSULATION thermal insulation
fitted
PUR
WATERPROOF neoprene
waterproofing
screwed
W01
neopr
neoprene nut
waterproofing
screwed
W02
neopr
screwed
C03
AS01
CARPENTRY
FIXATION
FIXATION
A01
steel
threated fixation
A01
steel
A02
rivet
fixation
A02
rivet
c - ASSEMBLY 7 On site / Details / Acces
E: 1/5 52
F06 F06
S10 S10
A03 A03
F09
S12 S12
F09
F08 F08
S01 S01
S02 S02
F03 F03
F10 F10
S02 S02
S13 S13
S14 S14
D1 AS01 S04 AS01 S06 S04 S06 C01 C03 C01 C03 C02 C02
D1 D2 D2
FINISHING F01 FINISHING F03 F01
corrugate steel
finishing
welded CODE
FINISHING gypsum finishing false screwed corrugate welded plastic board finishing ceiling F01 steel
finishing false ceiling
screwed
F06 F05
steel plate stairs flooring screwed F05 container fitted with anti-slip flooring wood flooring support treatment
container wood flooring
flooring support
fitted
F06 F07
steel plate stairs flooring screwed composite+ interior fitted with anti-slip comfort sheet flooring treatment F07 wood looking exterior fitted composite+ interior fitted composite flooring comfort sheet flooring F08 wooden strip flooring screwed wood looking exterior fitted support F09 composite flooring steel slat stairs welded wooden strip flooring screwed finishing F10 support
steel plate with anti-slip treatment
stairs flooring
screwed
composite+ comfort sheet
interior flooring
fitted
wood looking composite
exterior flooring
fitted
wooden strip
flooring support
screwed
steel slat
stairs finishing
welded
steel tube section
structure
welded
aluminium chanel
support
welded
wood profile
support
screwed
aluminium plate
enclosing
screwed
corrugate steel
reinforcement support
welded
steel plate
stairs support
screwed
HB 300 steel profile
reinforcement support
screwed
U steel profile
stairs support
welded
steel plate
slat support
screwed
steel plate
join slats
screwed
PUR
thermal insulation
fitted
aluminium pre-frame
carpentry
screwed
aluminium frame
carpentry
screwed
gum
break thermal bridge
screwed
steel
threated fixation with nut
F06
STRUCTURE F10 steel slat stairs welded STRUCTURE finishing S01 steel tube structure welded S01 section STRUCTURE S02 aluminium support S02 welded S01 steel tube structure welded chanel section S03 screwed S03 wood profile support S02 aluminium support welded chanel S04 aluminium enclosing S04 screwed plate S03 wood profile support screwed S06 S06 corrugate reinforcement welded S04 aluminium enclosing screwed steel support plate S10 S10 steel plate stairs support screwed S06 corrugate reinforcement S11 welded steel S11 HB 300 steel support reinforcement screwed profile support S12 S10 steel plate stairs support screwed S13 welded S12 U steel profile stairs support S11 HB 300 steel reinforcement screwed profile support S13 steel plate slat support S14 screwed S12 S14
S11
F01 F01
F03 F07 F05 F07 F03
U steel steel profile plate
INSULATION stairs welded join support slats screwed AS01
S13 INSULATION steel plate
slat support
S14 AS01
join slats thermal insulation
screwed CARPENTRY fitted
thermal insulation carpentry
fitted C02 screwed
steel plate PUR
INSULATION CARPENTRY AS01 PUR C01 aluminium pre-frame CARPENTRY C02 aluminium C01 aluminium frame pre-frame C03 gum C02 aluminium frame FIXATION C03 gum A03 steel FIXATION
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
welded
gypsum plaster board
F10 F09
S11
finishing
gypsum finishing false F03 screwed container flooring fitted plastic board ceiling wood flooring support
F09 F08
F05
corrugate steel
F03 F05
F08 F07
S12 C01 A03 S12 C01 A03
MATERIAL FUNCTION ATTACHMENT
A03
steel
carpentry carpentry
screwed
C01
C03
screwed screwed
FIXATION
break thermal A03 screwed carpentry screwed bridge break thermal screwed bridge threated fixation with nut threated fixation with nut
c - ASSEMBLY 7 On site / Details / Outdoor Stairs
53
CODE
FINISHING MATERIAL FUNCTION ATTACHMENT
FINISHING
F01
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
S02
aluminium
support
S03
wood profile
support
S04
aluminium chanel enclosing plate
F07
S11 S03
HB 300wood steel profile reinforcementsupport screwed profile support
A01
AS01
F06
F07
composite+ comfort sheet
STRUCTUREchanel
S04 INSULATION
aluminium
PUR
S11
WATERPROOF W04
AS01
welded
treatment interior
STRUCTURE
S02
finishing
finishing
F01
screwed
fitted
interior flooring
fitted
welded
screwed
support
welded
screwed
screwed
aluminium plate thermal
enclosing
HB 300 steel profile
reinforcement support
screwed
PUR
thermal insulation
fitted
steel plate
waterproofing
screwed
steel
threated fixation
insulation
steel plate
INSULATION
screwed
fitted
waterproofing
screwed
FIXATION
W04
S11
AS01 A01
steel
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
54
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
F08
F01
F08
F09
F03
F09
STRUCTURE F08 STRUCTURE S02 S02 F09
MATERIAL FUNCTION ATTACHMENT corrugate steel corrugate steel
gypsum plastic gypsumboard
plaster board
finishing
welded
finishing
welded
ceiling false finishing ceiling
screwed
finishing false
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
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 INSULATION
INSULATION S08 AS01
aluminium
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]
solar panels
screwed
steel tube support support screwed aluminium solarrailing panels screwed plate platesection support
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
DETAIL RAILING SUPPORT E:[1/1]
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
A01
steel
threated fixation
c - ASSEMBLY7 On site / Details / walkable Roof
E: 1/5 55
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
c - ASSEMBLY 7 On site /Storyboard [part 2]
56
d/ infogrAphiCs 57
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
D - INFOGRAPHICS
58
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
D - INFOGRAPHICS
59
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
D - INFOGRAPHICS
60
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
D - INFOGRAPHICS
61
e/ specificAtions 62
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.
E - SPECIFICATIONS
/descriptive and constructive report
63
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
E - SPECIFICATIONS/descriptive and constructive report
64
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
E - SPECIFICATIONS
/ Card materials
65
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
E - SPECIFICATIONS
/ Card materials
66
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
E - SPECIFICATIONS
/ implemetation and CTE compliance
67
F /R E V I S I O ND E T A I L S
AS01
F03
S03 S02
C01
W01
A04
CODE
MATERIAL
FUNCTION
ATTACHMENT
FINISHING
S01
F01
corrugate steel
nishing
welded
F01 F12
F02
gypsum plastic board
nishing and re insulation
screwed
F03
gypsum plastic board
nishing false ceiling
screwed
F04
steel plate
ooring support
welded
F05
container wood ooring
ooring support
tted
F07
composite+ comfort sheet
interior ooring
tted
F08
wood looking composite
exterior ooring
tted
S01
steel tube section
structure
welded
S02
aluminium chanel
support
welded
S03
polyamide profile
support
screwed
PUR
thermal insulation
tted
neoprene
waterproo ng
screwed
C01
aluminium pre-frame
carpentry
screwed
C02
aluminium frame
carpentry
screwed
A01
steel
threated xation
A04
Steel
Transport protection
EPS piece fixed to the steel plate to break thermal bridge.
S02
A01 S03
F02
STRUCTURE
DET 1
DET 3 INSULATION AS01 WATERPROOF W01 CARPENTRY Perimetral neoprene strip to absorb possible movements during transportation and avoid carpentry o glazing brake.
ACCESSORIES
1,2
S01
F05
F04
A01
C01
1,2
A05
PVC
Join cover
A06
SILICON
join correction
screwed
3,4
C02
3,4
DET 2
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
DET 4
c - ASSEMBLY / Shed / Details
E: 1/5 / General
F03
F01
W03 S01 S06
CODE
MATERIAL
FUNCTION
ATTACHMENT
FINISHING AS01 S01 F01
S03
S02
F01
corrugate steel
nishing
welded
F02
gypsum plastic board
nishing and re insulation
screwed
F03
gypsum plastic board
nishing false ceiling
screwed
F04
steel plate
ooring support
welded
F05
container wood ooring
ooring support
tted
F07
composite+ comfort sheet
interior ooring
tted
S01
steel tube section
structure
welded
S02
aluminium chanel
support
welded
S03
polyamide profile
support
screwed
PUR
thermal insulation
W03
steel plate
waterproo n g and water drainage
welded
W04
steel plate
waterproo n g
screwed
A01
steel
threated xation
A05
PVC
Join cover
A06
silicon
join correction
S03
F02 The joint between containers will remain visible during transportation and covered once on-site depending on placement errors.
DET 5
STRUCTURE
DET 7 INSULATION AS01 A 4 cm gap will be left on the container wood to prevent possible placement errors and allow the future installation of the floor.
tted
WATERPROOF
ACCESSORIES
5,6
7,8 5,6
S01
F05
7,8
screwed tted
F04
DET 6
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
DET 8
c - ASSEMBLY / Shed / Details
E: 1/5 / Union
AS01
F03
S03 S02
C01
W01
A04 CODE
MATERIAL
FUNCTION
ATTACHMENT
F01
corrugate steel
nishing
welded
F02
gypsum plastic board
nishing and re insulation
screwed
F03
gypsum plastic board
nishing false ceiling
screwed
F04
steel plate
ooring support
welded
F05
container wood ooring
ooring support
tted
F07
composite+ comfort sheet
interior ooring
tted
F08
wood looking composite
exterior ooring
tted
S01
steel tube section
structure
welded
S02
aluminium chanel
support
welded
support
screwed
PUR
thermal insulation
tted
neoprene
waterproo ng
screwed
C01
aluminium pre-frame
carpentry
screwed
C02
aluminium frame
carpentry
screwed
A01
steel
threated xation
A04
Steel
Transport protection
FINISHING
S01 F01 F12 S02
A01 S03
F02
STRUCTURE
DET 1’
DET 3’
S03
polyamide profile
INSULATION AS01 WATERPROOF W01 CARPENTRY
ACCESSORIES
A06 1’,2’
1’,2’
A05
PVC
Join cover
A06
SILICON
join correction
screwed
3’,4’ S01
F05
F04
F07
A01
C01
C02 3’,4’
DET 2’
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
DET 4’
c - ASSEMBLY / On site / Details / General
E: 1/5
F03
F01
AS01 W03 S01 S06
W04
A05
S03
CODE
MATERIAL
FUNCTION
ATTACHMENT
FINISHING S01
F01
corrugate steel
nishing
welded
F01
F02
gypsum plastic board
nishing and re insulation
screwed
F03
gypsum plastic board
nishing false ceiling
screwed
F04
steel plate
ooring support
welded
F05
container wood ooring
ooring support
tted
F07
composite+ comfort sheet
interior ooring
tted
S01
steel tube section
structure
welded
S02
aluminium chanel
support
welded
S03
polyamide profile
support
screwed
PUR
thermal insulation
W03
steel plate
waterproo n g and water drainage
welded
W04
steel plate
waterproo n g
screwed
A01
steel
threated xation
A05
PVC
Join cover
A06
silicon
join correction
S02
S03
F02
After placing both containers: 1. PVC joint cover will be screwed to the container reinforcement. 2. Insulation will be sprayed between them to prevent thermal bridges. 3. Joint pieces of gypsum plasterboard will be screwed to the polyamide profiles.
STRUCTURE
DET 7’
DET 5’
DET 9’
INSULATION After placing both containers: 1. A wooden strip will be placed to cover the joint between containers. 2. A silicon cord (A06) will be placed on each side, after spraying some insulation. 3. Flooring will be installed directly over the container wood.
AS01
tted
WATERPROOF
A06
ACCESSORIES 30<x<50
S01
F05
F04
screwed tted
F07
DET 6’
DET 8’
DET 10’
5’,6’
7’,8’
9’,10’ 5’,6’
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
7’,8’
9’,10’
c - ASSEMBLY / On site / Details / Union
E: 1/5
CODE
MATERIAL
FUNCTION
ATTACHMENT
FINISHING F01
corrugate steel
nishing
welded
F02
gypsum plastic board
nishing and re insulation
screwed
STRUCTURE S01
steel tube section
structure
welded
S02
aluminium chanel
support
welded
S03
polyamide profile
support
screwed
PUR
thermal insulation
W01
neoprene
waterproo n g
screwed
W02
neoprene nut
waterproo n g
screwed
W04
steel plate
waterproo n g
screwed
A01
steel
threated xation
A02
rivet
xation
A05
PVC
INSULATION AS01
F02
AS0
F01
tted
WATERPROOF S03 S02
DET 11
ACCESSORIES
W04
A02
a
b c
d e
Join cover
f
g h
screwed
i
1
2 3
4 5 6
2.76
A01 S01
W01
A05
S03 S02
F02
AS0
F01
7 8
11,11’
-1
-0.5 0
1
2
3
DET 11’ PVC joint cover to solve the possible tolerance or placement error. It will be screwed on-site to the existig container structure.
G.306 Carlos Bonilla Enseñat / Ángel Gambín Gómez / Rocío Gómez Gómez
E: 1/5
c - ASSEMBLY / Shed and On site / Details / Horizontal