Jardines de Lansdowne

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Jardines de
Lansdowne
Stockwell, Reino Unido
Phillips Tracey Architecs
2011-2013
obras
Jardines de Lansdowne
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Los jardines de Lansdowne es el nombre de un proyecto compuesto por una vivienda de tres dormitorios que ha
reemplazado a un gabinete de medicina con quirófano dentro de una zona preservada. Protegida por dos edificios catalogados, la casa sigue la forma del edificio original, retranqueándose de la calle tras los remanentes de
un viejo muro de ladrillo en el jardín.
El edificio adopta una solución minimalista, con una paleta de materiales que reflejan la simplicidad y claridad
del diseño. La forma rectangular básica se detalla mediante una caja de ladrillo rugoso con sencillos huecos
resueltos con carpintería de aluminio.
La magnífica fábrica de ladrillo complementa el entorno mientras permite que la casa tenga una buena vista
y una presencia contemporánea. La coloración amarillenta del ladrillo ofrece un contraste tonal sencillo con el
ladrillo oscuro de los viejos edificios a cada lado. Internamente, los suelos son de hormigón pulido mientras que
los techos están enlucidos con yeso y pintados de blanco, con la excepción del dormitorio principal en el que se
ha dejado visto el hormigón en paredes y techos. Todas las carpinterías, tales como las de la escalera y panelados de madera del vestíbulo inferior, están realizadas en madera de roble con acabado de aceite blanco.
Del pavimento de la casa emerge un pabellón de una sola planta. Su naturaleza es una estructura de dos plantas que sólo se pone de manifiesto en la entrada, que está situada en torno al muro restaurado. A pesar de las
restricciones de planeamiento el conjunto de la casa y su diseño interior han sido profundamente trabajados
para encajar con los deseos del cliente.
Un vestíbulo luminoso a doble altura crea un acceso teatral que contiene una escalera abierta. Ésta conecta la
planta baja: un aspecto dominante de la casa que es imperceptible desde la calle. El espacio principal se encuentra en la planta baja en la que las puertas de vidrio dan acceso a un patio pavimentado. La cocina, elegantemente diseñada se esconde tras puertas correderas permitiendo que la atención se centre en cualquier punto
de esta zona y que funcione de manera sencilla y minimalista para la relajación y el entretenimiento.
Las tres habitaciones de la planta inferior se cierran con puertas correderas que se abren a patios. Cada uno
de los espacios actúa como un pozo de luz, permitiendo que los grandes niveles de luz natural penetren a los
dormitorios inferiores y dispersen la sensación de ser un sótano cualquiera. El dormitorio principal contiene un
baño propio. Además se dispone un baño generoso para el uso del resto de dormitorios.
Jardines de Lansdowne
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Jardines de Lansdowne
1
0
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Ground Floor Plan
Scale: 1:20
1
2
3
4
5M
Jardines de Lansdowne
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Jardines de Lansdowne
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53
Jardines de Lansdowne
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Jardines de Lansdowne
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53 Lansdowne Gardens
51 Lansd
Gardens
Jardines de Lansdowne
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Jardines de Lansdowne
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notes
The contractor is responsible for checking dimensions, tolerances and references. Any
discrepancy to be verified with the Architect before proceeding with the works.
Existing boundary wall to be carefully
dismantled as NBS spec clause C41 and
reconstructed from salvaged bricks in
flemish bond with brick on edge coping
on DPC as NBS spec clause F30 to
match existing exactly and bed joint
reinforcement. Any shortfall in bricks to
be made up of reclaimed london stocks
to match. Boundary wall to be seperated
from external wall with 10mm Flexcell
or approved equal movement joint.
G7
A
T6
T8
T9
B
C
5340
8560
D
This drawing to be read in conjunction with the following:
External wall type 1 - min U
value 0.20W/m2k
1350
Outer Facing Brick Skin as NBS spec
clause F10, on; 140mm cavity with
partialfill insulation as NBS spec clause
F30, on; 100mm inner concrete block
skin as spec NBS spec clause F10/355.
Existing ground cover to be retained in
new planter
2
MJ
MJ
05
292-A-x-D-04
Do not scale drawing. Figured dimensions to be worked to in all cases. If in doubt ask!
E
470
Garden of 108 Lansdowne Way
Where an item is covered by drawings to different scales the larger scale drawing is to be
worked to.
Hatched area indicates potential route
for through floor lift in accordance with
lifetime home standards. Engineers to
avoid reiforcement in this area.
Face of reconstructed boundary wall to
align with face of existing boundary wall
exactly.
0
10
20
30
50mm A1 Natural Scale
40
revisions
rev.
date
R
21/11/14 Setting out of paving to courtyard updated. (JA)
revision/author/checker
Existing Boundary Wall
1
Resin floor finish as NBS spec clause
M10, on; min 75mm fibre reinforced
leveling screed as NBS spec clause M10
to accommodate underfloor heating.
8555
3000
1
3539
292-A-x-D-01
950
1290
51 Lansdowne Gardens
292-A-x-D-04
Brick on edge coping on DPC all as spec
clause F30
Kitchen fittings as NBS spec clause N11
to be supplied by client
Lower Ground Floor Courtyard
B:B
292-A-x-S-02
Internal door as NBS spec clause L20
5165
5190
Dining
Kitchen
1100mm High landscaping wall as NBS
spec clause F10 to match height of
guarding
4870
Key
2300
WC
Planter
Facing brickwork as NBS spec
clause F10
Garden of 110
Lansdowne Way
1680
Living
Falls - 1:60
826
ID-G02
4870
Guarding as spec clause L30 to line
through with frame of WG01 exactly
WG-01
New Stud partition as NBS spec clause K10
Min 8.7 N/mm2 cat II Lightweight
blockwork as spec clause F10 and in
accordance with SE requirements.
Internal faces to receive plaster finish as
NBS spec clause M20 unless otherwise
noted.
1900
New Block partitions as NBS spec clause F10
579
1
Low level brickwork wall to planter as
NBS spec clause F10
SVP
40
ID-G01-FD30
1
2150
2050
4975
1790
4260
225
1450
1200
1
1
TBC
New Boundary wall in reclaimed yellow
stock brick as NBS spec clause F10 to
match existing perimeter walls on
North, East and West Elevations with
Flemish bond.
650
485
290 50
926
Planter
Aluminium window as NBS spec clause L10
with frosted glass to ground floor level
590
03
225
TBC
Timber Stud wall with ply sheathing to SE
recommendations as NBS Spec clause K10 and
Architects Stair Detail Drawing 292-A-x-D-03
925
1110
Falls - 1:20
Internal rainwater pipe as NBS spec
clause R10
Contiguous concrete filled CFA pile wall
as spec clause D30 and sprayed concrete
finish as spec clause E11 all in accordance
with SE details.
New staircase as NBS spec clause L30
2150 Brickwork SO
200
Courtyard
Falls - 1:60
2190
C:C
292-A-x-S-03
2050 Blockwork SO
Falls - 1:20
TBC
1125
826
S/O 904
1
T4
Existing ground cover to be retained in
new planter and made good with topsoil
as spec clause Q28
Min 15 N/mm2 concrete blockwork as
spec clause F10 and in accordance with
SE requirements. Internal faces to
receive plaster finish as NBS spec clause
M20 unless otherwise noted.
50
4755
3980
440
292-A-x-D-01
04
TBC
Brick on edge detail as spec clause F10
510
665
Guarding as NBS spec clause L30
min 600
ED-G01
1100
1600
2935
Entrance gate as NBS spec clause Q50
510
Falls 1:60 to
concrete finish
beneath ramp -
1490
Falls - 1:60
1325
D:D
292-A-x-S-04
455
650
1250
ED-G02
01
300
455
1340
945
RL-06
Falls 1:60 to
concrete finish
beneath ramp -
9240
ED-G03
External gate as NBS spec clause Q50
2935
RL-05
1203
02
WG-02
Bin Store
1
292-A-x-D-04
1000
Brick on edge as spec clause F10 detail
to threshold
150
1150
2400
2095
2400
2475
535
MJ
1500
project title
53 Lansdowne Gardens
Steps as NBS spec clause L30 with
Concrete Paver finish as spec clause Q25
Ground floor terrace (inverted
Roof)- min U value 0.19 W/m2K
50mm HTC Concrete finish as NBS
spec clause Q25, on; Mortar bedding as
NBS spec clause Q25, on; insulation as
NBS spec clause J31, on; Newton
Tanking with drainage board as NBS
spec clause J31, on; screed to falls as
NBS spec clause M10, on; Concrete slab
as spec clause E05 and SE details.
A:A
S01
Slot drain as NBS spec clause Q10
Brick on edge detail as spec clause F10 to
threshold
Dotted line indicates extent of canopy
overhead to be constructed of PPC
aluminium cladding as NBS spec clause
H72 on Steel structure to SE details
Perimeter slot drain as NBS spec clause
Q10
Walk on spec rooflight to be flashed into
external wall as Architects drawing
292-A-x-D-01 and NBS spec clause L10.
Access ramp as NBS spec clause L30
drawing no.
rev.
292-A-x-P-00
R
drawing title
Ground Floor Plan
scale
1:20 @ A0
checked by
BT
date
03.05.12
drawn by
JA
purpose
CONSTRUCTION
Ground Floor Plan
Scale: 1:20
References
1
New PPIC as NBS spec clause R12 to
connect to existing drainage. Refer to
drawing 292-A-P-01 for indicative
drainage layout. Contractor to establish
existing invert level when existing
drainage run is capped off in preparation
for piling and establish feasibility of
connecting ground floor terrace
drainage into PPIC.
0
1
2
3
4
M B P
5M
A R C H I T E C T S
©
34 Hill Street, Richmond, Surrey. TW9 1TW
Filename
Tel: 020 8948 7776 Fax: 020 8948 0478
e: [email protected]
web: www.mbparchitects.com
notes
The contractor is responsible for checking dimensions, tolerances and references. Any
discrepancy to be verified with the Architect before proceeding with the works.
Where an item is covered by drawings to different scales the larger scale drawing is to be
worked to.
Do not scale drawing. Figured dimensions to be worked to in all cases. If in doubt ask!
This drawing to be read in conjunction with the following:
A
B
C
5340
8560
D
E
470
Hatched area indicates potential route
for through floor lift in accordance with
lifetime home standards - Engineers to
avoid re-inforcement in this area
1350
External wall type 2 (basement
retaining Wall) min - Min U
value 0.20 W/m2K
475
176793.065
-
Setting out dims updated. (JA)
1
IIMPORTANT SETTING OUT
NOTES:
Co-ordinates to gridlines are given to
centre line of piles. Contractor to check
co-ordinates against deminsions given on
drawing 292-A-x-EXP-00 and report any
discrepancies to Architect for further
instruction.
2775
4740
WB-02
2260
5190
WB-03
Study
Aluminium windows as NBS spec clause
L10
8560
WB-04
100
340
215
Timber decking as spec clause Q55
750
2790
950
904
Key
Lightwell
3010
904
Contractor to allow for min 8 no.
200x200mm drainage holes to planter pit
slab/walls to be agreed once
groundwater levels have been established
on site
3900
1
1
292-A-x-D-01
292-A-x-D-01
1405
600
292-A-x-D-09
ID-B01-FD30
50
40
Min 15 N/mm2 concrete blockwork as
spec clause F10 and in accordance with
SE requirements. Internal faces to
receive plaster finish as NBS spec clause
M20 unless otherwise noted.
WB-01
904
590
36
Timber stud wall with ply sheething to
SE details and plasterboard finish as NBS
spec clause K10. Refer to Architects
drawing 292-A-x-D-03
704
1230
ID-B07-FD30
125
804
Red hatch indicates extent of dropped
basement slab to accomodate drainage
pumps and planter to SE details
750
3365
Utility
Plant
990
1
1765
Planter
Blockwork partitions as NBS spec clause
F10
290 50
2100
2200
Bathroom
2100
ID-B06-FD30
Ensuite
Contiguous concrete filled CFA pile wall
as spec clause D30 and sprayed concrete
finish as spec clause E11 all in accordance
with SE details.
Staircase as NBS spec clause L30 and
detail drawing 292-A-x-D03
925
1210
1113
ID-B05-FD30
ID-B03
Concrete wall as NBS spec
clause E05. Refer to drawing
292-A-x-D-05 for design intent
formwork setting out
2150 Brickwork Opening
875
2050 Blockwork Opening
1
925
935
C:C
292-A-x-S-03
4540
2190
Foul drainage as NBS spec clause R11
and R12
225
ID-B04-FD30
935
1
872
03
Min 8.7 N/mm2 cat II Lightweight
blockwork as spec clause F10 and in
accordance with SE requirements.
Internal faces to receive plaster finish as
NBS spec clause M20 unless otherwise
noted.
Rainwater drainage as NBS spec clause
R10 and R12
240
TBC
02
Facing brickwork as NBS spec
clause F10
RWP
SVP
140
100
175
ID-B02-FD30
04
4650
Bedroom 1
1115
1
1
TBC
292-A-x-D-10
Timber decking as NBS spec
clause Q55
Plaster finish as NBS spec clause
M20 to bedroom 2 face of
concrete wall
TBC
530203.884
530203.626
176780.480
176779.155
2410
Studwork partitions as NBS spec clause
K10
D:D
292-A-x-S-04
945
01
50mm A1 Natural Scale
R
Bedroom 2
Falls to concrete
below decking 1:80
Low level wall to planter as NBS spec
clause F10
40
revision/author/checker
Outer Facing Brick Skin as NBS spec
clause F10, on; 140mm cavity with
partialfill insulation as NBS spec clause
F30, on; 100mm inner concrete block
skin as spec NBS spec clause F10/355.
292-A-x-D-01
3335
Lower Ground Floor Courtyard
B:B
292-A-x-S-02
30
date
1143
940
3800
Falls to concrete
below decking 1:80
20
rev.
External wall type 1 - min U
value 0.20W/m2k
Falls to concrete
below decking 1:80
3800
945
1148
325
1
625
Soil as NBS spec clause Q28
176777.634
min 1100 from face of RC beam
Contractor to allow for installation of
client supplied cat flap as preliminaries
clause A54
10
revisions
Contiguous CFA pile as NBS spec clause
D30 and sprayed concrete finish as NBS
spec clause E11 all in accordance with SE
details; Waterproofing as NBS spec
clause J40; 100mm cavity with full fill
insulation as NBS spec clause F30;
100mm concrete block inner skin as NBS
spec clause F10/355
530211.45
292-A-x-D-01
05
530214.450
0
530205.673
530202.956
176794.767
176780.660
New PPIC as spec clause R12 to connect
into existing drainage run. Refer to
drawing 292-A-x-P-01 for details.
project title
53 Lansdowne Gardens
Timber panel linings to partitions as NBS
spec clause N13
A:A
292-A-x-S-01
drawing no.
rev.
292-A-x-P-B1
'Walk on' spec rooflights to Groundfloor
slab overhead as NBS spec clause L10
R
drawing title
Lower Ground Floor Plan
Hatch indicates extent of dropped
capping beam to SE details. Refer to
292-A-x-S-01/2/3 for levels
scale
date
purpose
03.05.12
drawn by
BT
JA
CONSTRUCTION
Lower Ground Floor Plan
References
Scale: 1:20
M B P
0
checked by
1
2
3
4
5M
A R C H I T E C T S
©
34 Hill Street, Richmond, Surrey. TW9 1TW
Tel: 020 8948 7776 Fax: 020 8948 0478
e: [email protected]
web: www.mbparchitects.com
Filename
1
1:20 @ A0
Jardines de Lansdowne
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Jardines de Lansdowne
tectonicablog.com
Arquitecto: Phillips Tracey Architects
Emplazamiento: Stockwell, Reino Unido
Fecha: 2011-2013
Estructura: Built Engineers
Construcción: Qualitas Construction
Superficie: 44m2