PORTFOLIO
JULIA MORENO CAMPOS
PARIS·SEVILLE·LONDON 2014-2017
*PORTFOLIO
This document contains a selection of the latest projects, previous academic projects (2008-2015) available online: https://issuu.com/juliabrownfield/docs/moreno_julia_portfolio_2015 Este documento contiene los trabajos mรกs recientes, proyectos previos (2008-2015) disponibles online: https://issuu.com/juliabrownfield/docs/moreno_julia_portfolio_2015
INDEX
RECENT PROJECTS This document contains some professional and academic architectural works from 2014 to 2017. From most recent selected projects in a London-based practice (MUF ARCHITECTURE/ART) to the first professional works, including also the final degree project. Este documento incluye los trabajos más recientes, tanto profesionales como académicos desde 2014 hasta 2017. Partiendo de los últimos proyectos profesionales seleccionados llevados a cabo con MUF ARCHITECTURE/ART en Londres hasta las primeras experiencias profesionales, incluyendo el Proyecto final de carrera.
LONDON
PARIS
1. FELL FOOT WATERSPORT CENTRE Newby Bridge, Windermere
2. GOLDEN LANE PLAY SPACE Golden Lane Estate,
3. 155 LOGEMENTS BAGNOLET Terrain des anciennes usines Belin, Bagnolet, Paris
4. APPARTEMENT PRIVÉ AU 16ÈME (renovation) Bd. Béausejour, Paris
5. ALPIZAR Proyecto de Rehabilitación del Castillo-Cortijo de Alpízar, Paterna del Campo, Huelva
6. EL GRECO Anteproyecto ‘Ciudad Saludable’ San Pablo, Sevilla
RURAL/ URBAN PROJECT SEVILLE
Landscape · Public Building · Heritage Paisaje · Edificio Público · Patrimonio
Work team: Liza Fior, Mark Lemanski, Hanne Brett, Laura Belotti
FELL FOOT
WATERSPORT CENTRE This process involves general design from planning application to construction detail for a new Watersport Centre at Fell Foot National Park. This project gave me the chance to learn how a traditional contract works, and how to develop the role of the architect as a team coordinator. Este proyecto se desarrolló desde la escala de planeamiento hasta la de detalle constructivo para la ejecución de un edificio de uso público deportivo en el parque Natural de Fell Foot, permitiéndome conocer el funcionamiento de un contrato ‘tradicional’ en el que el arquitecto desempeña tanto labores de diseño como de coordinación de equipo. All dimensions and levels to be checked on site before commencing work. Any discrepancies shall be immediately notified to the architect in writing. Do not scale from this drawing, use figured dimensions only. If in doubt consult the architect.
North field
43.75+
All drawings to be read in conjuction with structural engineers, service engineers, civils and landscape architect's information.
+43.00
Fell Foot Package 4 site boundary line
Car park
Neighbouring field
Boat parking area
LANDSCAPE INDICATIVELY SHOWN. PLEASE REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR FURTHER DETAILS. +43.86
+41.00
+42.50
FEMALE SHOWER BLOCK
10
+43.75
43.75
TERRACE
+43.70
+46.06
MALE SHOWER BLOCK
WATERSPORT CLUB
+41.00
+41.575 +41.60
+42.75
Low stone wall
+42.76
+43.75 +45.07
+46.06 +46.00
Low stone wall
BOATHOUSE 2&3
BOATHOUSE 1
T3
Revised tender
T2
Revised draft tender
T1
Tender submission
revision
description
14.07.16 16.06.16 27.05.16 date
TENDER drawing title
Proposed Site Plan drawing no
GAS HOUSE
30
+40.
BOATHOUSE 4
6.12-L-100 scale
creation date
1:200@A1 27.05.2016
LAKE WINDERMERE
30
+40.
revision no
T3
drawn
checked
JM
HB
project no
project name
6.12
Fell Foot - Package 4 Watersports Centre
client
National Trust
Fell Foot Newby Bridge ULVERSTON Cumbria LA12 8NN architect
muf architecture/art 72-74 Mare Street London E8 4RT T: 020 8985 3038 / E: studio@muf.co.uk Structures
engineers HRW Services
Walmsley Associates
BOATHOUSE 5
Carmen
Site model
Location near Lake Windermere
Civils
Sketch view from terrace (colour test)ing) Infrastruct CS Landscape
Iteriad
Apple
White
Outside view from North access
C
M
1800
11
All dimensions and levels to be c before commencing work. Any discrepancies shall be imme to the architect in writing. Do not scale from this drawing, u dimensions only. If in doubt consult the architect.
Landscape indicatively shown. Refer to landscape architects drawings for further details.
N
+41.00
All drawings to be read in conjuc structural engineers, service eng and landscape architect's inform
3
2
1
E
4
9825
5
48.56
6
14
Proposed levels
W16
W15
8
7
5350
F
P
3
04 05
06
452
Rm10 Fem Chanale ge/S ho
01 02
9
03
10 11
14
12 11
vanit
y
10
+43.78 07
08
453
05
D13
4 514
14
11
10
15 16
1168
Rm12 Clea store ner
06
D17
08
09
12
8
FFL varie s Rm09 Fem 11 Toile ale 10 452 07 ts
F
8
W13
10
D16
D11
M
04
8
8
11
D14
16 D15
17
9
09
Rm13 Plan t room
10
13 14
1475
W14
453 10
wer
12
12
10
9
524
03
Rm11 DocM show er/w c
453
01
02
W12
N
10 513 W11
10
9 513
Q50/223 External timber bench
H
D12
E
H
3 521
C
1
2
3
4
J
1475
7
D
523
G
8
1168
5
P
B 5
3
9
Terrace +43.78
A
A
K
F
W27
W28
W29
W30
W31
W32
W33
5
2750
W35 W18
D02
W17
450
01
02
D03
07
451
4
W41
07
450
05
7
1700 1
1
11
203 451 01
11 12
09
13
454 10
7 513
J
3600
2700
D
4500
E
6
F
+48.28
Ground Floor Plan N|
W39
W09
W38
W37
W16
W36
W35
D02
W34
W33
W32
W31
W30
W29
W28
W27
W26
W25
G
G
C W24
W23
W22
W21
L
Fell Foot - Packa Watersports Cen
72-74 Mare Street
All drawings to be read in conjuct London E8 4RT structural engineers, service engi T: 020 8985 3038 / E: studio@muf.c and landscape architect's informa
B
Structures
engineers HRW
W20
Services
D01
W10
project name
6.12
National Trust All and levels to be ch Felldimensions Foot before work. Newby commencing Bridge Any discrepancies shall be immed ULVERSTON to the architect in writing. Cumbria LA12 8NN Do not scale from this drawing, us architect dimensions only. architecture/art Ifmuf in doubt consult the architect.
2700
C
project no
client
K
+47.92
creation date
All drawings to be read in 27.05.2016 structural engineers, servi and landscape architect's
1:50@A1
D
H 1
If in doubt consult the arch
scale
9
3600 B
before commencing work. Any discrepancies shall be the architect in writing.
Do not scale from this draw 6.12-A-111 dimensions only.
W07
W05
A
3600
description
drawing noto
8 513
2 6
Tender issue
All dimensions and Floor levels Proposed Ground
wer
16
W06
Construction issue
T3
drawing title
/Sho
08 09
C1
revision
CONSTRUCTION
9
W04
A
H
s
22
3
02
W03
Rm07 HW S
varie
ange
10
Rm02 Store
W02
451
7
D10
19
Rm08 Male Ch
5
12
04
W01
6 513
Rm05 Meeting Room
FF
D09
14
FFL
3
06
D06
L
10
D08
W08
3 513
4 513
6
2
1
Rm06 Male Toile ts
y
08
Rm04 Kitchen
01 02
D04
D05
DW
07
454
vanit
W40 05
06
5
2750
W39
08
3 Lobby 514
5
FFL +43.78
W38
3 514
Rm 01 Club Room
D
W37
4
Rm03
04 03
3
05 06
03 04
W36
5350
W10 D07
W34
14
W26
10
D01
W19
W09
4 514
9825
W25
10
W24
10
W23
5 513
G
1 514
W22
1 513
4
B
Q50/261 Metal rail 2 513
W21
13
1700
E
W20
Walmsley Associates Civils
Infrastruct CS
+43.70
Landscape
Iteriad
43.75
+41.00 40.93
40.59
40.52
40.48
+48.29
+47.92
+48.50
NORTH ELEVATION W15 D11
W14
W15
+41.00
West Elevation
WEST ELEVATION
+48.28
+47.92
+46.06 W13
W01
W02
W03
W12
D11
W04
D12
T3
Revised tender
T1
Tender submission
revision
description
TENDER
W05
+43.75
drawing title
Proposed Elevation
All dimensions and levels before commencing work.
drawing no
+41.00 40.38
Any discrepancies shall be 6.12-L-401
+41.00
to the architect in writing. Do not scale from this draw
40.35
C1 T3
South Elevation
+48.29
revision
scale dimensionscreation only. date Construction Issue
If in doubt consult the arch 1:100@A1 02.03.2016 Tender Issue
All drawings to be read in project name servi engineers, and landscape architect's
project no structural description
6.12 Fell Foot - P Watersports CONSTRUCTION
+47.92
client drawing title
+46.06 W11
D13
National Trust
Proposed Elevations Wes
D14
Fell Foot Newby Bridge ULVERSTON Cumbria LA12 8NN
drawing no
architect 6.12-L-400
SOUTH ELEVATION EAST ELEVATION
scale
muf architecture/art
72-74creation Maredate Street London E8 4RT 1:100@A1 27.05.2016 T: 020 8985 3038 / E: studio@
+48.28
+47.92
project no Structures project name
6.12 W39
W09
W38
W37
W16
W36
W35
D02
W34
W33
W32
W31
W30
W29
W28
W27
W26
W25
W24
W23
W22
W21
W20
engineers HRW
Fell Foot - Packa Watersports Cen
Services
Walmsley Associates Civils
D01
W10
Infrastruct CS client
Landscape
Iteriad National Trust
+43.70
Fell Foot Newby Bridge ULVERSTON Cumbria LA12 8NN
43.75
architect
+41.00
muf architecture/art 40.93
40.59
40.52
40.48
72-74 Mare Street London E8 4RT T: 020 8985 3038 / E: studio@muf.co Structures
engineers HRW Services
North Elevation NORTH ELEVATION
Walmsley Associates Civils
Infrastruct CS Landscape
Iteriad
7
4
H
3
D
Ground level varies
3
2
1 2 6
D H
Ground +41.00
SSL laid to falls
1
SSL laid to falls
K B C
G
D E
A
F
4
1
3
2
1
5
4
Section AA - Clubhouse Scale 1:50 @A1
11 10
10
9
9
5
4
3
2
N
M
RIDGE +48.20
515
RIDGE +47.92
3
500
All dimensions and levels to be checked o before commencing work. Any discrepancies shall be immediately n to the architect in writing. Do not scale from this drawing, use figure dimensions only. If in doubt consult the architect.
1
P
5
RIDGE +47.93
L
B
1
Scale 1:50 @A1
8
8
2
Section BB - Clubhouse
2
11
3
6
G
C
5
J
A
All drawings to be read in conjuction with structural engineers, service engineers, c and landscape architect's information.
RIDGE +47.92
9
515
D24
D25
Ground +46.06 D26
D27
D07
W09
W10
D03
W08
CLUBHOUSE FLOOR CONSTRUCTION
D15
FFL VARIES
Top of deck +43.75 FFL laid to falls
Ground +43.78
C
M 11
N
E
200mm thick RC slab with tapering edges as per SE specification P10/140 - DPM above slab P10/120 - 150mm rigid insulation with perimeter abutments M10/131 - 75mm screed with U/F heating within K20/111 - 28mm Dinesen Natural Douglas Fir floor boards glued to screed
FFL +43.78
F
P
10
9
F
8
M N
H
FFL laid to falls
10
E A
A
FEMALE CHANGING BLOCK FLOOR CONSTRUCTION
9
B 5
P
G
8
H J
C
7 D
B
E F
K
G
4 5
P10/140 - DPM above slab 200mm thick RC slab as per SE specification P10/120 - 150mm rigid insulation with perimeter abutments M10/131 - 75mm screed with U/F heating within laid to falls M40/111 - Mosa ceramic floor tiles
4
3
D
3
2
1 2 6
H 1
J
A
K B
SSL +41.00
C1
SSL laid to falls
SSL laid to falls
Section FF’
11
11
10
3
9
Section EE - Female Changing Block Scale 1:50 @A1
10
8
5
8
4
Ground +41.00
3
2
Scale 1:50 @A1
K
7
N
4
G
J
Section FF - Female Changing Block
F
E
Scale 1:50 @A1
D
T3
Tender Issue
14.07.16
revision
description
date
B
revision no
C1
6.12-A-201 scale
CHANGING BLOCK ROOF CONSTRUCTION
W07
Optigreen nature green growing medium build-up as per supplier specification (BACK)
P10/320
BBA approved breather membrane
K11/535
18mm OSB3 sheathing board
ESAL corrugated fibre cement panels Profile 8 on timber battens (FRONT)
P10/141
60mm Rockwool Rockfall overlay board laid in staggered pattern over rafter
D06 W03
Top of deck +43.75 P10/141
L
K
7
Section GG - Male Changing Block Scale 1:50 @A1
2
checked
1:50@A1
27.05.2016
JM
HB
project no
project name
Fell Foot - Package 4 Watersports Centre W01
client
National Trust
75x200mm C16 timber rafters at 400mm c/c (refer to SE specification)
Fell Foot Newby Bridge ULVERSTON Cumbria LA12 8NN
FFL +43.78
200mm Rockwool Flexi fully filled in depth of rafter
architect
P10/310
Vapour control layer
K40/138
35mm Troldtekt acoustic panels fixed to 50x100mm timber battens at 600mm c/c.
muf architecture/art
All dimensions and level before commencing wor Any discrepancies shall to the architect in writing Do not scale from this dr dimensions only. If in doubt consult the ar
72-74 Mare Street London E8 4RT T: 020 8985 3038 / E: studio@muf.co.uk
J
Structures
6
engineers HRW
3
Section D-D
Scale 1:50 @A1
Section HH’ G
F
4
E
H
J
D
Services
Walmsley Associates
SSL +41.00
Civils
Infrastruct CS
2
C
Landscape
Iteriad
B
11
5
10
9
K
8
5
3
2
P10/145 25mm cold bridging insulation RIDGE +47.93 1
6.12-C-521
115
D11
60x60mm treated SW counter battens
65
D24
100
D25
D26
K11/535 18mm OSB3 board D07
D27
P10/310 FFL Vapour control layer VARIES
Top of deck +43.75
1013
6.12-A-202 creation date
drawn
All drawings to structuralJM engin andClubhouse landscape
27.05.2016
H30/225 60x60mm treated SW counter batten client MALE CHANGING BLOCKCLUBHOUSE FLOOR CONSTRUCTION FLOOR CONSTRUCTION National Trust G20/910 P10/140 - DPM beneath slab Fell Foot 200mm thick RC slab with tapering edges as per SE specification Insect mesh Newby Bridge thick RC slab as per SE specification Steel beam200mm as per SE P10/140 - DPM above slab ULVERSTON P10/120 - 150mm rigid insulation with perimeter drawings and specification P10/120 - 150mm rigidabutments insulation with perimeter abutments Cumbria LA12R10/312 8NN M10/131 - 75mm screed with U/F heating within laidwith to falls Rainwater gutter M10/131 - 75mm screed U/F heating within architect M40/111 - Mosa ceramic floor tiles - 28mm Dinesen Natural Douglas Fir floor boards glued to screed K20/111 muf architecture/art H P10/320 72-74 Mare Street A Breather membrane FEMALE CHANGING BLOCK FLOOR CONSTRUCTIONLondon E8 4RT T: 020 8985 3038 / E: studio@muf.co.uk B14/110 UNDERCROFT FLOOR CONSTRUCTION 200mm Hemsec Commercial SIPs panel P10/140 - DPM above slab Structures P10/140 - DPM beneath P10/310 slab D engineers HRW 200mm thick RC slab as per SE specification 300mm thick ground bearing slab as-per SE specification Vapour barrier P10/120 150mm rigid insulation with perimeter abutments Services M10/186 - Wearing screed to falls Walmsley Associates M10/131 - 75mm screed with U/F heating within laid to falls 25x50mm SW laid battens Civils M40/111 - Mosa ceramic floor tiles K21/161 Infrastruct CS Female Changing Stained timber lining Landscape Iteriad A
J
FFL Steel beam and fixing details +43.78 as per SE drawings and specification
K
9
8
M
LL
A
B
5
K21/161 Stained timber lining
25x50mm treated SW battens
Section H-H
Scale 1:50 @A1
Any discrepanc revision to the architect Do not scale fr T3on dimensions If in doubt cons
drawing no
10
350
H
K21/161 Timber lining on 25x50mm SW timber battens
3
FFL VARIES
Varies
D1 D2
Proposed Sections All dimensions before comme C-C, D-D, H-H
- Package 4 Watersports Centre
Steel ridge beam as per SE drawings and specification
D03
W08
1:80 falls
25x50mm treated SW battens Top of deck +43.75 B14/110 - 200mm Hemsec Commercial SIPs panel (refer to SE drawings and specification)
description
H72/475 project no project name Eaves flashing profile 25x50mm treated SW battens 6.12 Fell Foot
D12 D12
P10/320 BBA approved breather membrane
DECK CONSTRUCTION
200mm steel thick RC slab with tapering edges as Folded galvanised per SE To specification. coping support. be painted black.timber floor as per SE specification. Proprietary Q55/381 - Kebony Scots Pine Pier Decking H21/100with integrated grip strips 21mm Kebony Scots Pine cladding 'board-on-board'
GROUND +46.06
Powder coated pressed aluminium canopy with integrated gutter
W12
D11
335
30
W13
Tender submission
P10/145 25mm cold bridging insulation scale H30/140 1:50@A1 Esal corrugated cement panel - profile 8
H72/475 Eaves flashing profile ESAL fixing screw
H30/140 - ESAL corrugated fibre cement panels Profile 8
1
Revised draft tender
T1 revision
drawing title
1
RIDGE +48.20
H30/140 ESAL corrugated fibre cement panels Profile 8
RIDGE +47.93
H72/475 Pressed aluminium powder coated z-profile eaves flashing
Revised tender
T2
TENDER
L
4
All drawings to be read i structural engineers, ser and landscape architect'
T3
A
Esal ventilated ridge profile
G
C
D
4
H21/109 Kebony Scots Pine cladding high gloss laquered
SSL +41.00
3
2
Steel flitch plate and connections as per SE drawings and specification
1
A
B
C
SSL +41.00
Clubhouse D1
1
D
E
2
Scale 1:10 @A1
11
Section CC’
1
L
10
9
Clubhouse D2
Clubhouse D3
3
Scale 1:10 @A1
8
5
4
Clubhouse D4
4
Scale 1:10 @A1
3
2
5
Scale 1:10 @A1
Clubhouse D5
D7
Scale 1:10 @A1
1
Section C-C
Scale 1:50 @A1
K
G
J
F
E
D
C
B
A
Male Changing R
RIDGE +48.20
K
RIDGE +47.93
L GROUND +46.06
Q37/115 Optigreen green roof system
25
0
W05
220
H30/140 ESAL corrugated fibre cement panels Profile 8 FFL Top of deck 60x60mm treated SW counter battens VARIES +43.75 25x50mm treated SW battens 30
100
Folded galvanised steel coping support. To be painted black.
Underglazing flashing piece
J
2
H30/130 ESAL corrugated fibre cement panels Profile 8 on Nvelope metal rail system
Section D-D
Scale 1:50 @A1
G
F
E
D
Changing Room D7
6
Scale 1:10 @A1
W13
D11
7
Scale 1:10 @A1
W12
D11
B
L
Changing Room D8
H30/130 Esal corrugated cement panels fixed back to structure using Nvelope aluminium rail system
8
Scale 1:10 @A1
310
2
4
Section H-H
Scale 1:50 @A1
30
100
K
1:80 falls
K21/161 Stained timber lining
25x50mm treated SW battens
Clubhouse D2
3
Scale 1:10 @A1
Roof Construction Details,
P
Newby Bridge
Landscape
Cumbria LA12 8N
Infrastruct ULVERSTON CS D1 Iteriad
1
D2
architect
muf architecture
72-74 Mare Stree London E8 4RT T: 020 8985 3038 Structures
engineers HRW Services
Walmsley Asso Civils
Clubhouse
Infrastruct CS Landscape
Iteriad
G20/910 Insect mesh R10/312 Rainwater gutter
K21/161 Stained timber lining
2
Scale 1:10 @A1
National Trust
Walmsley Associates Fell Foot Civils
P10/310 Vapour barrier 25x50mm SW battens
H21/109 Kebony Scots Pine cladding high gloss laquered
1
engineers client HRW Services
P10/320 Breather membrane B14/110 200mm Hemsec Commercial SIPs panel
Steel flitch plate and connections as per SE drawings and specification
Clubhouse D1
Structures
P10/140 - DPM beneath slab 200mm thick RC slab as per SE specification P10/120 - 150mm rigid insulation with perimeter abutments M10/131 - 75mm screed with U/F heating within laid to falls M40/111 - Mosa ceramic floor tiles
H30/225 60x60mm treated SW counter batten
Steel beam and fixing details as per SE drawings and specification
K21/161 Timber lining on 25x50mm SW timber battens
consult the ar project no proje muf architecture/art All drawings to be read i
MALE CHANGING BLOCK FLOOR CONSTRUCTION
Steel beam as per SE drawings and specification
350
drawing no
If in doubt architect
UNDERCROFT FLOOR CONSTRUCTION P10/145 P10/140 DPM beneath slab 25mm -cold bridging insulation 300mm thick ground bearing slab as per SE specification H30/140 M10/186 - Wearing screed to falls cement panel - profile 8 Esallaid corrugated
Varies
description
Fell Foot Waterspor Proposed S drawing title
All dimensions and level National Trust 6.12-A-202 before commencing wor
Steel flitch plate and connections as per SE drawings and specification
Steel ridge beam as per SE drawings and specification
1013
Tender subm
TENDER project name
C-C, D-D, H client
25x50mm treated SW battens
335
P10/310 Vapour control layer
Revised dra
14.07.2016
AnyFoot discrepancies shall Fell Newby Bridge to the architect in writing creat scale ULVERSTON Do not scale from this dr 1:50@A1 27.0 Cumbria LA12 8NN dimensions only.
H72/475 Eaves flashing profile
K11/535 18mm OSB3 board
25x50mm treated SW battens
6.12
H21/109 Kebony Scots Pine cladding high gloss laquered
LL
ESAL fixing screw
P10/320 BBA approved breather membrane
project no
Revised ten
creation date
revision
structural engineers, ser Fe 72-74 Mare6.12 Street and landscape London E8 4RT architect' T: 020 8985 3038 / E: studi Wa
Powder coated pressed aluminium canopy with integrated gutter
B14/110 - 200mm Hemsec Commercial SIPs panel (refer to SE drawings and specification)
H21/100 21mm Kebony Scots Pine cladding 'board-on-board'
J
H72/475 Eaves flashing profile
SSL +41.00
60x60mm treated SW counter battens
115
H
H30/140 ESAL corrugated fibre cement panels Profile 8
H30/140 - ESAL corrugated fibre cement panels Profile 8
Folded galvanised steel coping support. To be painted black.
P10/145 25mm cold bridging insulation
5 3
FFL VARIES Esal ventilated ridge profile
G
H72/475 Pressed aluminium powder coated z-profile eaves flashing
Scale 1:10 @A1 GROUND +46.06
3
Top of deck +43.75
725
Changing Room D10
9
DECK CONSTRUCTION 200mm thick RC slab with tapering edges as per SE specification. Proprietary timber floor as per SE specification. Q55/381 - Kebony Scots Pine Pier Decking with integrated grip strips
scale
25x50mm treated SW battens
Scale 1:10 @A1
T3
T2 6.12-C-515
RIDGE +47.93
Changing Room D9
D12 D12
drawing no
1:10@A1
A
1:80 falls
Varies
K
K40/138 - 35mm Troldtekt acoustic panels fixed to 50x100mm timber battens at 600mm c/c.
Changing Room D6
description
T1
K11/535 18mm OSB3 board
C
P10/310 - Vapour control layer
SSL +41.00
Powder coated pressed aluminium canopy with integrated gutter
246
J
Tender Issue
Roof Details
ESAL fixing screw
40
30
75x200mm C16 timber rafters at 400mmH c/c (refer to SE specification)
K40/138 - 35mm Troldtekt acoustic panels fixed to 50x100mm timber battens at 600mm c/c.
Construction Issue
T3 revision
drawing title
H72/475 Eaves flashing profile
H30/226 Insect mesh
P10/141 - 200mm Rockwool Flexi fully filled in depth of rafter
C1
FOR CONSTRUCT H30/140 ESAL corrugated fibre cement panels Profile 8
60x60mm treated SW counter battens
P10/141 60mm Rockwool Rockfall overlay board laid in staggered pattern over rafter 12mm plywood fixed to top of rafter as per SE specification.
P10/310 - Vapour control layer
1
8
W01
25x50mm treated SW battens Steel ridge beam as per SE drawings and specification
75x200mm C16 timber rafters at 400mm c/c (refer to SE specification)
6.12-C-521
9
P10/320 BBA approved breather membrane
J
P10/141 60mm Rockwool Rockfall overlay board laid in staggered pattern over rafter 12mm plywood fixed to top of rafter as per SE specification.
P10/141 - 200mm Rockwool Flexi fully filled in depth of rafter
5
W02
H30/140 ESAL corrugated fibre cement panels ProfileFFL 8 +43.78 K11/535 18mm OSB3 sheathing board
K11/535 K 18mm OSB3 sheathing board
L
W03
ESAL fixing screw
P10/320 BBA approved breather membrane
75
30
85
D06 W04
150
H72/475 Pressed aluminium powder coated z-profile eaves flashing
Pressed powder coated aluminium ridge profile Universal ridge roll
145
H72/471 Pressed aluminium parapet flashing
W07
150
P
65
5
drawn
W02
12mm plywood fixed to top of rafter as per SE specification.
FFL VARIES Ground varies
creation date
6.12
W04
W05
G
B
RIDGE +48.20
drawing no
H30/140 or Q37/115
F
C
A
Proposed sections A-A, B-B, E-E, F-F, G-G
GROUND +46.06
E
drawing title
RIDGE +47.93
1
G
D
A
CONSTRUCTION
M
C
6
501
C
10.11.16
1
P
Section C-C
1
L
9
Construction Issue
Clubhouse D3 Scale 1:10 @A1
4
Clubhouse D4 Scale 1:10 @A1
Female Changing
5
Clubhouse D5 Scale 1:10 @A1
D7
Male Changing R
L Q37/115 Optigreen green roof system H72/471
K 145
Pressed powder coated aluminium ridge profile Universal ridge roll
Landscape · Public Realm · Playground Paisaje · Espacio Público · Espacio de Juego
Work team: Mark Lemanski
GOLDEN LANE PLAYSPACE
A small scale design to reclaim a forgotten play space in the heart of Golden Lane Estate a Chamberlin, Powell and Bon’s first project, a 20th Century Housing development in an old bombarded area, working with the constraints of an existing space in a II graded listed Estate. The project is currently in Construction (RIBA stage 6). Un diseño delicado y mínimo para recuperar un espacio de juego olvidado en el corazón de Golden Lane, el primer proyecto residencial de Chamberlin, Powell y Bon, que más tarde proyectarán el colindante Barbican en los terrenos bombardeados de la City londinense. El proceso implica trabajar con las condiciones de controno de un entorno patrimonial protegido y con los residentes de la zona. Actualmente en construcción.
1.1 Site history
1.1 ASite history Competition scheme
B Scheme as built (with adjacent paddling pool)
A Competition scheme
B Scheme as built (with adjacent paddling pool)
Housing Competition plan for Golden Lane Estate 1951. Source: London Metropolitan Archives
Golden Lane Play Space, muf architecture/art 14.10.2015
Golden Lane Play Space, muf architecture/art 14.10.2015
Sketch view.
C Scheme today
Original Playground (1960). Source: London Metropolitan C Scheme today
Image from the ‘Observation’ Workshop developed with Prior Weston School.
Page 2
Page 2
NOTES
15
All dimensions and levels on site before commencin Any discrepancies shall b notified to the architect in Do not scale from this dra figured dimensions only. If in doubt consult the arc
6
new gate refer to dwg 4.15-Abench with arm rest refer to dwg 4.15-Achildren's circular se refer to dwg 4.15-Atunnel refer to dwg 4.15-A-
1
15
existing tree
13
1
2 3 4
stage refer to dwg 4.15-Aslide refer to dwg 4.15-A-
5 6
hiding space
7
window frame refer to dwg 4.15-Aedge to buggy park refer to dwg 4.15-Acoat hanger 10 refer to dwg 4.15-AG
8
4
9
1
11 stone pool 3
5
bespoke climbing fra
12 refer to dwg 4.15-A-
15
new railings to stairw
13 refer to dwg 4.15-A-
wall mounted litter b
14 refer to spec 50/240
PIR lighting location
15 refer to COL drawing
rubber safety surfac refer to spec Q26/36
6
planters refer to dwg 4.15-Atiled areas refer to spec m40/11
2
REV A
DATE 15.06.2016
DESCRIPT General La
B
19.07.2016
Stone redu
C
02.08.2016
As clouded
FOR TENDER
12
DRAWING TITLE
Proposed Plan
11
DRAWING NUMBER
4.15-L-110
7
REVISIO
C
SCALE
1:50 at A3 10
15
CREATION DATE
03.05.16
9
14
8
DRAWN
JM
PROJECT
4.15 Golden Lane
1
CLIENT
N
City of Lond Guildhall, P London EC ARCHITECT
muf archite 72-74 Mare London E8 Tel 020 898 studio@mu
General Layout (Plan)
Jade Plant
Lavender
Honeysuckle
White Jasmin
Yellow Dogwood
Red Dogwood
Black Bamboo
Black Bamboo
14
14 1
Watercolour Sketch
NOTES All dimensions and levels to be checked on site before commencing work. Any discrepancies shall be immediately notified to the architect in writing. Do not scale from this drawing, use figured dimensions only. If in doubt consult the architect.
6
existing tree
13
14
1
new gate
2
bench with arm rest
4
NOTES tunnel
children's circular seat Stone Palette 3
8
dimensions and levels to be checked on site before commencing work. discrepancies shall be immediately notified to the architect in writing. Do not scale from this drawing, use hiding space figured dimensions only. window If inframe doubt consult the architect.
9
edge to buggy park
5
6
6 7 4
GU
14 1
R
13 3
1
existing tree
stageAll
slideAny
new gate
1 coat hanger
G10 bench with arm rest 11 stone2pool
12
bespoke climbing framecircular children's
3
seat
If in doubt consult the a
D
N
Playtop impact absorbing surface as spec Q26/301 Soil+Planting by others
Impact absorbing surface as spec Q26/301
IKO liquid applied membrane 100 mm concrete slab, locally increased to 150mm
Lining
65
Stones as dwg 4.15-L-111 and as spec F21/115
Drainage layer
Planting as dwg 4.15-L-112 and as planting schedule
Overflow to connect to drainage
B
REV A
DATE 15.06.2016
DESCRIP Annotatio
FOR TENDER
Floor for build-up and stone bedding, refer to engineers specification
DRAWING TITLE
Detail Section D-
REVIS
DRAWING NUMBER
4.15-A-151 SCALE
NOTES 1:20 at
Reconstituted timber boarding at 10mm above ground level Z10. Backfixed to treated timber stakes at 50mm centres
B
A
A3
All dimensions CREATION DATE and levels DRAW on site before commenci Any discrepancies shall 15.06.16 JM b notified to the architect in Do not scale from this dr PROJECT figured dimensions only. If in doubt consult the arc
B'
4.15 Golden Lan CLIENT
Planter Plan
1
2
City of Lo Guildhall, London E
Planter Section D-D'
ARCHITECT
N
Landscape Details B' 4.15-A-302
muf archit 72-74 Ma London E Tel 020 89 studio@m
New Railing
4.15-A-254
Tunnel Entrance
4.15-A-350
Embankment Slide
Stone Edge
4.15-A-207
NOTES
4.15-A-302
A
New Climbing Structure
4.15-A-254
All dimensions and on site before com Any discrepancies notified to the arch Do not scale from figured dimension If in doubt consult
Planter
A' N
Play Safety Surface
REV A
DATE 15.06.2016
DESCRIPT General La
B
02.08.2016
Indicative s layout chan
FOR TENDER DRAWING TITLE
Proposed Section DRAWING NUMBER
4.15-L-121 SCALE
1:50 at A3
Tunnel Entrance 4.15-A-252
Circular Seat 4.15-A-251
CREATION DATE
27.05.16
New Climbing Structure 4.15-A-302
Stone Edge 4.15-A-200
Long Section
DRAWN
JM
PROJECT
Stone Edge New Climbing Structure For Build Up Refer To 4.15-A-253 Structural Engineer's Drawings
4.15-A-204
CLIENT
City of Lon Guildhall, P London EC ARCHITECT
Embankment Slide 4.15-A-350
4.15 Golden Lane
Rubber Safety Surface Q26/360 Sub-base To Engineer's Specification
REV A B
DATE DE muf archite 15.06.2016 G 72-74 Mare 02.08.2016 London
In E8 la Tel 020 898 studio@mu
FOR TENDE DRAWING TITLE
Proposed Se DRAWING NUMBER
4.15-L-120 SCALE
1:50 at A3 CREATION DATE
27.05.16 PROJECT
4.15 Golden For Build Up Refer To Structural Engineer's Drawings
Short Section
CLIEN
City Guil Lond
ARCH
muf 72-7 Lond Tel 0 stud
Housing 路 Competition 路 Heritage Vivienda 路 Concurso 路 Patrimonio
Work team: Olivia Charpentier, Dev Gupta, Alexandre Goulet, Joana Correia.
BAGNOLET 155 LOGEMENTS
Private Competition to desing 155 housing units in the outskirts of Paris, working with an industrial building. I had the chance to work from the conception stage to the first planning application, getting to know the management process and timings. Concurso restringido para el diseño de 155 viviendas privadas en las afueras de París, trabajando con las preexistencias de un edificio industrial. Durante este proyecto tuve la oportunidad de trabajar desde diseño conceptual hasta los primeros permisos de urbanismo, conociendo la gestión y tiempo de los diferentes procesos.
Transport & Walking Distances
Bird’s eye scheme for competition
Green Spaces
Listed buildings
General Layout (Plan)
Site Diagrams
General view (sketch) for competition.
South Elevation (Usine Belin facade)
Section by courtyard.
Renovation · Domestic · Textures Reforma · Doméstico · Texturas
Work team: Olivia Charpentier.
BEAUSEJOUR FLAT RENOVATION
Renovation of a 250m2 private appartment in Paris (XVIème arrondissement) in a Haussman building. A young family with three children looking for new privacy spaces, making most out of light and secret spaces. I had the chance to assist the main architect during the design and the whole work proccess. Reforma integral de un apartamento Haussmaniano de 250m2 en el distrito parisino del XVI. Una familia joven con tres hijos en busca de nuevos espacios de privacidad. Durante el proceso pude asistir a la arquitecta principal en la elaboración del diseño y trato con la cliente, así como tener un seguimiento de obra y elaborar los informes y detalles necesarios para su desarrollo.
Kitchen/Stairs detail A
Living room: general view. D
Shared window in Children’s rooms B
Stripped dressing room detail. C
Existing Plan
F C
E D A
Project Plan
B
Child room E
Parents Bathroom F
Rural Landscape · Heritage · Strategies Paisaje Rural · Patrimonio · Estratégico
AL-PISAR
New strategies for a rural landscape The Alpizar Castle, surrounded by the rural landscape in Huelva, South of Spain, it is the starting point of a particular academic project, where I had the chance to work with an usual situation in the Iberian Peninsula: derelict buildings with a strong cultural and historical value, that are falling apart because of the lack of activity on the rural areas after the 70´s decade because of mechanization. Finding the traces of the historical routes and discovering the details of this singular construction gave me the chance of making a sensitive proposal of revitalisation. El Castillo de Alpízar, rodeado por un paisaje rural en el Condado de Huelva, es el punto de partida de un proyecto particular, en el que tuve la oportunidad de tratar un problema bastante extendido en el territorio de la península ibérica. Edificios abandonados con una fuerte identidad cultural e histórica, que se encuentran en estado ruinoso por la falta de actividad de las áreas rurales a partir de los años 70 por la mecanización. Encontrar las trazas de las rutas históricas y descubrir los detalles de una construcción singular me permitieron sumergirme en el proceso de diseño sensible para la recuperación y revitalización de Alpízar y su territorio.
Camera Obscura. Model and collage.
Collage of the surrounding elements.
Tower Suite. Model and collage.
Image of the new East Entrance.
Existing Spaces.
Main strategies working with the existing.
Ground Floor Plan.
Main Sections.
Urban Design · SUDS · Environmental Diseño urbano · SUDS ·Ambiental
Work team: Félix de la Iglesia, Reyes Gallegos, María Rivas, Juan Copado.
EL GRECO
Anteproyecto para una Ciudad Saludable Redesigning an inner public space using the principles of new sustainable urban drainage systems (SUDS), setting up spaces of high environmental quality. Giving back public space to the surrounding neighbourhoods. The main strategies are led ESCENARIOS DE LA AVENIDA EL GRECO · ESTRATEGIAS GENERALES de Greco a la Ciudad (Norte)of green network by slow Portada mobility, increase and new educaÁrea de actividad comercial tional paths.
Espacios de convocatoria, juego, descanso, ejercicio...
ESCENARIOS DE LA AVENIDA EL GRECO · ESTRATEGIAS GENERALES
(re)Diseño de un eje interior de barrio a partir de la implantPortada de Greco a la Ciudad (Norte) Área de actividad comercial ación de Sistemas Urbanos de Drenaje Sostenible (SUDS), incorporando espacios de alta calidad ambiental, que permitan ESCENARIOS DE LA AVENIDA EL GRECO · ESTRATEGIAS GENERALES a los Portada ciudadanos hacerAvenida uso de los espacios públicos en de Greco a la Ciudad (Norte) de El Greco Área de actividad comercial cualquier SANTA JUSTA época del año. Las estrategias se basan en la mejora de la movilidad (calle lenta), aumento de espacios verdes e implantación de rutas didácticas. Avenida de El Greco
Espacios de convocatoria, juego, descanso, ejercicio...
Espacios de convocatoria, juego, descanso, ejercicio...
SANTA JUSTA
ESCENARIOS DE LA AVENIDA EL GRECO · ESTRATEGIAS GENERALES Portada de Greco a la Ciudad (Norte)
Espacios de convocatoria, juego, descanso, ejercicio...
Área de actividad comercial
Portada de Greco a la ciudad (Sur)
Avenida de El Greco SANTA JUSTA
ESCENARIO 1 Portada a Kansas City Nueva movilidad
ESCENARIO 2 ESC Soleá Sinaí Cen Área de incorporac Ejerc Comercio de proximidad solar cruzcampo y
Luis Montoto/Avda.
Avenida de El Greco
ESCENARIO 1 Nuevos espacios de convocatoria/descongestión de Portada zonas comerciales (1:5000) a Kansas City Nueva movilidad
SANTA JUSTA
ESCENARIO 2 Soleá Sinaí Comercio de proximidad
NUEVOS ESPACIOS DE CONVOCATORIA U2. Afectación en el tejido urbano y social. Escala barrio-ciuda
Eje Soleá
2.1.1. Asegurar la continuidad peatonal y la accesibilidad ESCENARIO 2 ESC 2.1.2. Diseño de ‘espacios de convivencia’. Soleá Sinaí y mejora de espacios libres existentes. Cen 2.1.3. Refuerzo Ejerc Comercio de proximidad NUEVOS ESPACIOS DE CONVOCATORIA U3.
ESCENARIO 1 Nuevos espacios de convocatoria/descongestión de Portada zonas comerciales (1:5000) a Kansas City Nueva movilidad Eje Soleá ESCENARIO
ESCENARIO 1 Zona Comercial Portada a Kansas City Nueva movilidad
U2. Paisaje Urbano.
2
Soleá Sinaí Nueva Plaza Eje Sinaí Comercio de proximidad
Nuevos espacios de convocatoria/descongestión de zonas comerciales (1:5000) Nuevos espacios de convocatoria/descongestión de zonas comerciales (1:5000)
Nueva Plaza Eje NUEVOS Sinaí ESPACIOS DE CONVOCATORIA
U2. Afectación en el tejido urbano y social. Escala barrio-ciudad. 2.1.1. Asegurar la continuidad peatonal y la accesibilidad universal. 2.1.2. Diseño de ‘espacios de convivencia’. 2.1.3. Refuerzo y mejora de espacios libres existentes.
U3. Paisaje Urbano. Nueva Plaza Calidad espacial. Densidades. Eje 3.1. SinaíReducción de escala: de tráfico rodado a peatón. 3.2. Diseño de sección que compatibilice flujos y actividades. 3.2.1. Descongestión de recorridos comerciales. 3.2.2. Integración de áreas degradadas o inseguras.
Jacaranda y roble australiano Zona Comercial Alineación norte
NuevaZona red verde/mejora ambiental (1:5000) Comercial Nueva Plaza Eje Sinaí Ar.
Ar.
Ar.
Ar.
Ar.
Ar.
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Ar.
Ar.
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N.
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ESCENARIO 3 Calidad Afectación en el tejido urbano y social. Escala barrio-ciuda espacial. Densidades. Centro de Salud3.1. 2.1.1. Reducción Asegurar ladecontinuidad y la accesibilidad escala: de peatonal tráfico rodado a peatón. 2.1.2. Diseño de sección ‘espacios de compatibilice convivencia’. flujos y activid que Ejercicio y juego3.2.
Eje Soleá
Zona Comercial
Nueva red verde/mejora ambiental (1:5000) Eje Soleá
ESC Cen Ejerc
Ar.
Ar.
Ar.
Ar.
Ar.
Ar.
Ar.
Ar.
Ar.
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2.1.3. Refuerzo y mejora de espacios libres existentes. 3.2.1. Descongestión de recorridos comerciales. 3.2.2. Integración de áreas degradadas o inseguras. U3. NUEVOS ESPACIOS DE CONVOCATORIA Paisaje Urbano. U2. Calidad espacial. Densidades. Afectación en el tejido urbano y social. Escala barrio-ciuda 3.1. escala: de peatonal tráfico rodado a peatón. 2.1.1. Reducción Asegurar ladecontinuidad y la accesibilidad 3.2. que U4. Diseño 2.1.2. Diseño de de sección ‘espacios de compatibilice convivencia’. flujos y activid 3.2.1. Descongestión de recorridos comerciales. Calidad Ambiental 2.1.3. Refuerzo y mejora de espacios libres existentes. 4.1. Acercarse a los valores de corredor verde asegurando un 3.2.2. Integración de áreas degradadas o inseguras. continuidad ambiental del recorrido mediante:
U3.4.1.1. Aumento del número y diversidad de especies vegetales com herramienta de consolidación de visuales, sombras, itinerarios Paisaje Urbano. lugares de estancia. Calidad espacial. Densidades. 4.1.2. Diversificación de pavimentos y aumento de permeabilidad d 3.1.suelos. Reducción de escala: de tráfico rodado a peatón. 3.2.4.1.3.Diseño de sección que compatibilice flujos y activid Incorporación de elementos de agua.(fuentes de agua potabl red de riego, láminas dede agua, géiseres,etc.) 3.2.1. Descongestión recorridos comerciales. 3.2.2. Integración de áreas degradadas o inseguras.
Ar.
Frutales Jacaranda y roble australiano Alineación norte Ar.
Ar. N.
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N.
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Ar.
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Ar.
Ar.
Ar.
Ar.
Ar.
Bosque de Ribera Ar. Ar.
Ar.
Ar.
Ar.
N.
Ar.
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Ar.
N.
N.
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Bosque de Ribera
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Frutales
Kansas City
Aeropuerto Este
Kansas City
Santa Clara
Santa Clara Sevilla Este
Sevilla Este San Bernardo Sur
Nervión Centro
Aeropuerto Este
Santa Clara Sevilla Este
San Bernardo Nervión Sur Centro
Nervión Centro
Nueva movilidad/nuevos recorridos y puntos de referencia (1:5000)
U8. Vida urbana. Actividades/Usos. 8.1.1. Creación de nuevos espacios de encuentro. Espacios de juego, zonas de estancia, zonas de representación o acogida de eventos de barrio (mercadillo, actividades deportivas, exposiciones, ferias, velás, etc.) 8.1.2. Diseño de ámbitos específicos acotados para el despliegue de puestos ambulantes, expositores y veladores.
NUEVA MOVILIDAD U1. Significación territorial. 1.1. Visibilizar la intervención hacia el exterior de la calle mediante intervenciones singulares. 1.2. Creación de nuevos espacios de convocatoria en intersecciones. 1.3. Difusión del la imagen corporativa del proyecto piloto a escala de ciudad (apps, publicidad, etc.).
on
cí a alu nd
San Bernardo Sur
Sevilla Este
a. A
Santa Justa
as City
Kansas City
Bosque de Ribera
Nueva movilidad/nuevos recorridos y puntos de referencia (1:5000)
Aeropuerto Santa Especies Nueva movilidad/nuevos recorridos y puntos de referencia (1:5000) Este Justa Singulares
Santa Justa
Ar.
Av d
Especies Singulares
NUEVA RED VERDE U7. Seguridad. 7.1.1. Asegurar la continuidad peatonal y la reducción de velocidad mediante el aumento de pasos peatonales y la creación plataformas en las intersecciones con tráfico rodado. 7.1.2. Integración de ámbitos protegidos alejados del tráfico para juego informal o actividad física. 7.1.3. Visibilización y equipamiento de espacios intersticiales entre manzanas.
A
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U5. Parque Cruzcampo Movilidad/Accesibilidad. 5.3.1.-Ralentización de la velocidad de la calle. 5.1.2.-Identificación y resolución de puntos conflictivos. 5.1.3.-Diversificación y reducción de plazas de aparcamiento.
A
Ar.
Ar.
Ar.
Ar. Ar.
is
Nueva red verde/mejora ambiental (1:5000)
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Nueva red verde/mejora ambiental (1:5000)
Planta propuesta.
Estado Actual.
Imagen Estado Reformado.
Secciรณn BB
Secciรณn CC
CV
juliamorenocampos PERSONAL INFORMATION/ DATOS PERSONALES Julia Moreno Campos 15/07/1990 C/Sto. Domingo de la Calzada 4b 3b, 41018, Sevilla (+34) 688946882 juliamorenocampos@gmail.com CV SUMMARY (BArch) (March) Arquitecto (ETSA Sevilla) Ecole d’Architecture de Paris-Belleville Universitat Politècnica de Catalunya Julia trained in architecture at University of Seville (Spain), with long-term academic stays in Barcelona and Paris, where she started her professional career in 2014. Her degree combined concept design and technical detailing, with most projects focused on heritage-listed contexts within urban and rural landscapes, usually following up international workshop programmes in Venice, Vicenza or Shanghai. Julia has worked at Muf Architecture/Art since July 2015, her experience includes audio-visual narrative techniques and architectural design for both building and public realm. Back to Seville, Julia has worked as a designer in a common pilot project led by University of Seville and EMASESA, the Seville water supply and sanitation company,to improve the environmental quality and test new drainage systems in the public realm. PERSONAL SKILLS AND COMPETENCES Spanish French English German
Languages:
Native European level: C1 European level: C1 Basic skills
Computer skills: Architectural drawing: Autocad, Vectorworks. 3D Modeling: SketchUp,Rhinoceros, Revit Architecture. Image processing: Adobe Illustrator, Adobe Photoshop, Adobe Indesign. Video edition: Adobe Premiere , Adobe After Effects, Sony Vegas. Off ice: Microsoft Word,Power Point, Excel, Acrobat.
CV
juliamorenocampos
CV RESUMEN Arquitecto (ETSA Sevilla) Ecole d’Architecture de Paris-Belleville Universitat Politècnica de Catalunya Estudié Arquitectura (plan 98) en la Universidad de Sevilla con estancias académicas de larga duración en Barcelona y París, donde tuve mi primera experiencia profesional en 2014. Durante mi formación he combinado diseño conceptial y de detalle,. La mayoría de los proyectos realizados tienen un enfoque claramente patrimonial, en contextos rurales o urbanos, normalmente a raíz de Workshops internacionales en Venecia, Vicenza o Shanghai. He trabajado para Muf Architecture/Art desde Julio de 2015 hasta 2017, mi experiencia en Londres ha incluido desde técnicas de narrativa audiovisual hasta diseño de espacio público o edificios institucionales. A mi vuelta a Sevilla, he participado en un proyecto híbrido de investigación liderado por EMASESA y la Universidad de Sevilla como experiencia piloto de Espacio público sostenible. HABILIDADES · COMPETENCIAS Idiomas: Español Francés Inglés
Nativo Nivel equivalente marco europeo: C1 Nivel equivalente marco europeo: C1 Programas:
Dibujo arquitectónico: Autocad, Vectorworks. Modelado 3D: SketchUp,Rhinoceros, Revit Architecture. Tratamiento de imágenes:Adobe Illustrator, Adobe Photoshop, Adobe Indesign. SIG: ArcMap, ArcGis Edición de video: Adobe Premiere , Adobe After Effects, Sony Vegas. Office: Microsoft Word,Power Point, Excel, Acrobat.
SEVILLA 08/2017