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Sarah Kersley<br />
PORTFOLIO<br />
selected works<br />
1
2
S<br />
1<br />
3<br />
2<br />
0 40 60 80 100 M<br />
N<br />
Legend<br />
1 Lymington Fields<br />
2 Robert Clack lower site<br />
3 Robert Clack upper site<br />
3
Proposed Masterplan<br />
ASDA SUPERMARKET<br />
B1: Secondary School<br />
B2: Primary School<br />
B3: Sports Hall<br />
ASDA<br />
SERVICE<br />
YARD<br />
A1112 WHALEBONE LANE SOUTH<br />
ROYAL ANGLIAN WAY<br />
PUBLIC<br />
SQUARE<br />
B1<br />
B&M BARGAIN<br />
STORE<br />
McDONALD’S<br />
B3<br />
B3<br />
PURLAND CLOSE<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
LAMBERHURST ROAD<br />
<br />
<br />
<br />
<br />
<br />
Core Concept ‘Big house - Little house’<br />
Urban Edges<br />
Nodes<br />
Civic Presence<br />
District<br />
Path<br />
A key driver for the primary and secondary<br />
school was articulate the school programme<br />
Lymington using scale and proportion. Fields A larger mass<br />
we have termed ‘Big House’ and a smaller<br />
mass termed ‘Little House’. This juxtaposition<br />
also reminds us of the scale between primary<br />
school pupils and secondary school students.<br />
The primary school completes the ‘village<br />
green’ concept of the housing development.<br />
This public square becomes a hub at certain<br />
times of the day for parents and students<br />
of the school and continues thereafter with<br />
the school as a backdrop. The concept is<br />
to respond to and utilise the square whilst<br />
also maintaining privacy and security for the<br />
As part of the wider housing development a<br />
section 106 agreement was awarded to the<br />
school.<br />
London Borough of Barking & Dagenham to<br />
provide a new all through school.<br />
The building creates a welcoming frontage<br />
onto the adjacent streets.<br />
Whilst the Primary school utilises the village<br />
square node. The Secondary School pupils<br />
will enter the site onto a student plaza creating<br />
a node on the East side. The ‘L plan shape’<br />
creates a protected courtyard away from the<br />
publc realm for play areas.<br />
The proposed school is the focus for the new<br />
housing development and an opportunity to<br />
redefi ne the once brownfi eld site. It is a large<br />
building and should act as a beacon from the<br />
Eastern side. There was an opportunity and a<br />
desire for the school buildings to create a civic<br />
presence by bridging the gap between the<br />
industrial and residential uses.<br />
The proposed school responds to the<br />
vernacular established within the existing<br />
neighbourhood and the new housing<br />
development where pitched roofs are the<br />
prevalent form.<br />
<br />
The School circulation should be simple,<br />
coherent and safe for all. Careful<br />
consideration within the design developmen<br />
was taken on the separation of the Primary<br />
and Scondary both internally and externally.<br />
The placement of the buildings helps provid<br />
this clarity.<br />
The school will include a 39 place Nursery, 3<br />
form entry Primary School (630 pupils) and 6<br />
form entry Secondary (900 Students).<br />
Construction cost 21.5m<br />
Total floor area11,000sqm<br />
4
Neighbourhood vernacular<br />
2<br />
Core concept ‘Big house - Little house’<br />
Nodes<br />
LYMINGTON PHASE 1 HOUSING DEVELOPMENT<br />
Urban edges<br />
5
k School Lymington Fields<br />
Floor Plan<br />
Robert Clack School Lymington Fi<br />
Ground Floor Plan<br />
Legend:<br />
nce<br />
nce<br />
ntrance<br />
entrance<br />
5<br />
3 4<br />
1 . Primary school pupil entrance<br />
2. Primary school visitor entrance<br />
3. Secondary school visitor entrance<br />
4. Secondary school student entrance<br />
5. Delivery entrance<br />
nd<br />
6. Primary school reception and<br />
nursery entrance<br />
trance<br />
E<br />
F<br />
7. Entrance from car park<br />
8. Secondary school pupil entrance<br />
View of South Elevation from courtyard<br />
2<br />
A. Primary school<br />
B. Secondary school<br />
2<br />
A<br />
B<br />
H<br />
C. Sports hall<br />
D. Nursery<br />
E. Main hall primary<br />
F. Main hall secondary<br />
1<br />
7<br />
G.Staff car park<br />
H. Cycle Park<br />
1<br />
s<br />
<br />
H<br />
8<br />
8<br />
8<br />
G<br />
Circulation Spaces<br />
<br />
Large Spaces<br />
<br />
H<br />
es<br />
<br />
g<br />
<br />
6<br />
Learning Resources<br />
<br />
Specialist Teaching<br />
<br />
Staff Admin<br />
View of neck connecting <br />
both buildings<br />
6<br />
<br />
A<br />
Storage<br />
<br />
Teaching Spaces<br />
<br />
Utilities<br />
<br />
<br />
<br />
<br />
<br />
C<br />
<br />
<br />
<br />
<br />
<br />
View of Sports Hall and Secondary Building from car park<br />
D<br />
g<br />
s<br />
<br />
<br />
Exploded Isometric highlighting<br />
Secondary and Primary zones<br />
View of South gable end of Primary Building<br />
3<br />
6
Stair detail<br />
06044_1698 © Tim Soar<br />
Communications building wayfinding<br />
© Tim Soar<br />
7
Robert Clack School Lymington Fields<br />
Proposed Site Isometric<br />
Robert Clack School Lymington Fields<br />
Sunlight & Daylight Studies<br />
Robert Robert Clack Clack School School Lymington Fields Fields<br />
Sunlight & Daylight & Studies<br />
Shadows cast at at summer solstice<br />
Next Next Steps: boundary treatment and a<br />
Shadows cast at at winter solstice<br />
Shadows Shadows cast at summer cast at summer solstice solstice<br />
Shadows Shadows cast at winter cast at solstice winter solstice<br />
Shadows cast at at spring equinox<br />
Examples Examples of gates and of gates entrances and entrances<br />
Shadows cast at at autumn equinox<br />
Examples Exo<br />
5<br />
Shadows Shadows cast at spring cast at equinox spring equinox<br />
Shadows Shadows cast at autumn cast at equinox autumn equinox<br />
Internal Daylight, North Facade - Art - Art classroom with diffused light<br />
Internal Sunlight, South Facade - - LRC and main stair bridge on on second floor<br />
Entrance Entrance Studies - Studies defining - the defining entrance the entrance<br />
Precedent Gate examples Precedent Gate examples Image<br />
Internal Daylight, Internal Daylight, North Facade North - Facade Art classroom - Art classroom with diffused with light diffused light<br />
8<br />
Internal Sunlight, Internal Sunlight, South Facade South - Facade LRC and - LRC main and stair main bridge stair on bridge second fl second oor fl oor<br />
Internal Sunlight, South Faacade - - Classroom, Summer Solstice (12:00)<br />
The deep reveal reduces heat gain from direct sunrays<br />
Internal Sunlight, South Facade - - Classroom, Winter Solstice (12:00)<br />
Sunlight penetrates deep into the the plan, this can be be reduced by by using the the awnings
© Curl la Tourelle Head Architecture<br />
Date of<br />
First Issue<br />
DD.MM.YYYY<br />
Drawn<br />
Scale<br />
1:XXX @ A1<br />
1:XXX @ A3<br />
Drawing Title<br />
Drawing Title<br />
Drawing No.<br />
984A A1L<br />
Rev<br />
1<br />
2<br />
3<br />
4<br />
5<br />
80 Lamble Street, London NW5 4AB<br />
+44 (0)20 7267 0055<br />
www.clth.co.uk<br />
© Curl la Tourelle Head Architecture<br />
1. Concealed mechanical fixing system<br />
2. Composite panel<br />
3. Fibre cement rainscreen cladding panel<br />
4. Steel purlin<br />
5. Cleat<br />
6. PPC coping<br />
7. Insulated membrane lined gutter<br />
8. Head track<br />
9. Sheathing<br />
10. Steel rafter<br />
11. Base track<br />
12. Structure<br />
13. Concealed adhesive fixing system<br />
14. Fibre cement rainscreen cladding panel<br />
15. Steel angle<br />
16. Metal vertical fin<br />
Rev Date Drawn<br />
1 18/4/16 XX<br />
6<br />
7<br />
8<br />
9<br />
1. Concealed mechanical fixing system<br />
10<br />
2. Composite panel<br />
3. Fibre cement rainscreen cladding panel<br />
4. Steel purlin<br />
5. Cleat<br />
6. PPC coping<br />
7. Insulated membrane lined gutter<br />
8. Head track<br />
9. Sheathing<br />
10. Steel rafter<br />
11<br />
11. Base track<br />
12. Structure<br />
12<br />
13. Concealed adhesive fixing 13 system<br />
14<br />
14. Fibre cement rainscreen cladding panel<br />
15<br />
15. Steel angle<br />
16. Metal vertical fin<br />
16<br />
Rev Date<br />
Drawn<br />
Comment<br />
Client<br />
Thames Partnership for Learning<br />
Job<br />
Lymington Fields<br />
Dagenham RM8 1AZ<br />
Date of<br />
First Issue<br />
16.12.2016<br />
Drawn<br />
AH<br />
Scale<br />
1:5 @ A1<br />
1:10 @ A3<br />
Issued<br />
--<br />
Checked<br />
--<br />
Status<br />
Drawing Title<br />
Roof eaves detail<br />
Option<br />
Drawing No.<br />
984A 6001<br />
Rev<br />
80 Lamble Street, London NW5 4AB<br />
+44 (0)20 7267 0055<br />
www.clth.co.uk<br />
9
10
11
0101<br />
Office<br />
O fice<br />
13.21<br />
8<br />
9<br />
0102<br />
Stair<br />
Stair<br />
9.36<br />
1 12<br />
15<br />
14<br />
13<br />
10<br />
4<br />
5<br />
6<br />
7<br />
19<br />
18<br />
17<br />
16<br />
1<br />
2<br />
3<br />
20<br />
016<br />
2<br />
21<br />
UP<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
UP<br />
2<br />
21<br />
20<br />
19<br />
18<br />
17<br />
16<br />
15<br />
14<br />
13<br />
1 12<br />
r.w.p.<br />
D 01<br />
Void<br />
6 0<br />
Trespa<br />
worktop<br />
D 04<br />
Store<br />
03<br />
20.64m²<br />
D 01 D 02<br />
Dado trunking<br />
17<br />
16<br />
15<br />
14<br />
13<br />
12<br />
UP<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
1<br />
UP<br />
1 2 3 4 5 6 7 8 9 10 1<br />
17 16 15 14 13 12<br />
RAMP UP<br />
(1:16)<br />
2<br />
WHALEBONE LANE<br />
C<br />
D<br />
TENTERDEN ROAD<br />
I<br />
F<br />
A<br />
Year 7 ‘hub’<br />
H<br />
1<br />
G<br />
3<br />
5<br />
E<br />
B<br />
4<br />
Rationalise large space<br />
GREEN LANE<br />
0 5 10 15 M<br />
0 5 10 15 M<br />
N<br />
Legend<br />
1. Sixth form access<br />
2. Delivery access<br />
3. Main entrance<br />
4. Main entrance to site<br />
5. Sixth form ICT<br />
A. Main hall extension<br />
B. New year 7 hub and<br />
dedicated playground<br />
C. New sports building<br />
D. MUGA<br />
E. Cricket practice<br />
F. Science building<br />
G. City learning centre<br />
H. Main teaching building<br />
I. Relocated caretaker office<br />
12<br />
Robert Clack lower site<br />
The borough had allocated funding to allow<br />
for this existing split-site school to expand from<br />
10 classes to 12 classes per year as well as a<br />
larger 1000 place sixth form.<br />
The brief for this site included an enlarged<br />
main hall, new standalong year 7 ‘hub’ and<br />
the replanning of the vehicle and pedestrian<br />
movement on site<br />
Construction cost 3.5m<br />
Total floor area 1,500sqm
A 23/1<br />
Date of F<br />
16.11.201<br />
Right: existing 1930’s main school building<br />
Rev Dat<br />
Client<br />
Thames P<br />
Job<br />
Robert Cl<br />
Green La<br />
Dagenha<br />
RM8 1AL<br />
Drawing<br />
Year 7<br />
Option<br />
Drawn<br />
NH<br />
Drawing<br />
984B<br />
13<br />
80 Lambl<br />
+44 (0)20<br />
www.clth.
04<br />
Stair<br />
Stair<br />
6.29<br />
Legend<br />
A<br />
1. Student entrance<br />
2. Vehicle entrance<br />
3. Visitor entrance<br />
4. Delivery entrance<br />
5. Main entrance<br />
6. Building entrance<br />
7. Inclusion entrance<br />
B<br />
7<br />
6<br />
F<br />
E<br />
5<br />
D<br />
C<br />
A. New 24 classroom<br />
teaching building<br />
B. Science building<br />
C. Re-modelled Music,<br />
Drama and Beauty<br />
Departments<br />
D. New extended Main<br />
Hall and Dining<br />
E. New Entrance<br />
F. Main Teaching Building<br />
1<br />
2<br />
3<br />
GOSFIELD ROAD<br />
4<br />
0 5 10 15 M<br />
N<br />
Robert Clack upper site<br />
The borough had allocated funding to allow<br />
for this existing split-site school to expand from<br />
10 classes to 12 classes per year as well as a<br />
larger 1000 place sixth form.<br />
The brief for this site included an enlarged main<br />
hall, new 24 classroom teaching building and<br />
the replanning of the entrance and circulation<br />
sequence.<br />
Construction cost 5.3m<br />
Total floor area 2,900sqm<br />
14<br />
Playground edge<br />
Striking entrance
15
04<br />
Key Principles<br />
Creating a welcoming frontage<br />
A permeable frontage to the street<br />
• A welcoming frontage on Albert Road where the Academy’s main entrances are located<br />
• Key spaces facing the street at ground level<br />
Left: Connecting green spaces<br />
• A separate community entrance off the Arena Access Road<br />
Connecting green spac<br />
• A line of street trees connect<br />
Proposed Masterplan 02<br />
Connecting green spaces<br />
• A line of street trees connecting to adjacent green spaces<br />
Ferndale Road<br />
Current Academy Building<br />
Dundee Road<br />
Albert Road<br />
Arena<br />
The scale of building was reduced during the consultation process providing a<br />
Entrance<br />
building<br />
development that offers a better fit on the site and more usable existing space<br />
Key changes reflected in the current Academy building:<br />
• Academy for 915 students aged 11-16 (no 6th form)<br />
• ~20% reduction in floor area compared to the previous scheme<br />
• Reduction in height from 4-storeys to 3-storeys<br />
• Setting back of the east wing (sports block)<br />
• Increase external areas<br />
Belmont Road<br />
Academy Arena<br />
Oasis<br />
Academy<br />
Albert Road<br />
Sports<br />
Arena<br />
Macclesfield Road<br />
MUGA<br />
58*<br />
N<br />
N<br />
Oasis Academy Arena<br />
New build 6 form entry Secondary School (900<br />
Academy Arena<br />
pupils) on a site adjoining the Metropolitan<br />
Open Land.<br />
The scheme also included public realm<br />
redevelopment and a new entrance building for<br />
the Arena athletics club.<br />
Construction cost 14.5m<br />
Total floor area 7,400sqm<br />
Current Academy Build<br />
The scale of building was redu<br />
development that offers a be<br />
Key changes reflected in the c<br />
• Academy for 915 students a<br />
• ~20% reduction in floor area<br />
• Reduction in height from 4-s<br />
• Setting back of the east wing<br />
• Increase external areas<br />
left: overlay of current 3-storey<br />
left: overlay of current 3-storey building (in black) and previous 4-storey building (in red)<br />
16
Front South/West Elevation<br />
Side Sports Block South/East Elevation<br />
Side Sports Block South/East Elevation<br />
Aluminium Powder Coated Casette<br />
RAL 5007<br />
RAL 4005 RAL 5003 RAL 5007 RAL 7043 Composite Windows Polyester Powder Coated<br />
RAL 7043<br />
Side<br />
Insulated Render<br />
Weber XM, TF 15O Chalk<br />
Textured Finish<br />
Front South/West Elevation<br />
PLANNING<br />
Client<br />
Perforated Metal Cladding Stair Enclosure<br />
Wilmott Dixon for Croydon Council<br />
Polyester Powder Coated Aluminium<br />
RAL 9006<br />
80 Lamble Street, London NW5 4AB<br />
tel +44 (0)20 7267 0055<br />
www.cltarchitects.co.uk<br />
Job<br />
Oasis Academy Arena<br />
Albert Road<br />
SE25 4QL<br />
Rockpanel Stone Grey Rainscreen Cladding<br />
Front South/West Elevation<br />
RAL 7030<br />
Brise Soleil<br />
Aluminium Powder Coated Profiled Blades<br />
Front South/West Elevation<br />
Drawing Title<br />
Proposed Academy Sample Board<br />
Sheet 1 - Leceister Yellow<br />
Scale<br />
Date<br />
16.06.2015<br />
Drg. No.<br />
RAL 4005 RAL 5003 RAL 5007 RAL 7<br />
946C PL 430<br />
Drawn<br />
SK<br />
1: 100 @ A1<br />
1: 200 @ A3<br />
Issued<br />
HK<br />
Checked<br />
HK<br />
Rev.<br />
brick<br />
17
Croydon Arena<br />
Croydon Arena<br />
Croydon Arena Entrance View- Day<br />
Croydon Arena Entrance View- Day<br />
Croydon Arena Entrance View- Night<br />
Croydon Arena Entrance View- Night<br />
Site-wide overview<br />
, Albert Road, SE25 4QL<br />
lbert Road, SE25 4QL<br />
Ferndale Road<br />
Albert Road<br />
Dundee Road<br />
Macclesfield Road<br />
Belmont Road<br />
18<br />
(as shown at public consultation)
19
216<br />
150 62 127<br />
FOR CONSTRUCTIO<br />
REVISION HISTO<br />
REV<br />
DESCRIPTION<br />
1.A<br />
F changes clouded<br />
G Notes rationalised and 2<br />
amended.Roof deck shown<br />
at 100mm and hopper<br />
height adjusted.<br />
top of Canopy Fascia +50.740<br />
+50.396 TOS at GL 1.A<br />
Secret fixed aluminium<br />
powder-coated fascia<br />
H72 481 and R10 314<br />
01<br />
672<br />
1.00<br />
H Insulation to parapet 1<br />
increased. Window head<br />
detail ref. added to 2/672.<br />
Fire encasement to beam.<br />
TOS Pergola +50.420<br />
Cold formed secondary<br />
steel<br />
+50.375 TOS Parapet<br />
L10/760 horizontal bracket<br />
and purpose designed<br />
continuous S/S bracket<br />
supported from columns<br />
153<br />
+50.155 TOS<br />
1<br />
1<br />
Exst. parapet +49.117<br />
telescopic roof<br />
fixed support<br />
bracket for curtain<br />
track<br />
N10 230<br />
For suspended ceiling<br />
refer to 693 and 694.<br />
4055<br />
L10/760 Sun shade blades @<br />
45 degree<br />
02<br />
672<br />
Curtain track, sub-construction and<br />
hangers by Specialist Installer. Fixings<br />
to be approved by Structural Engineer<br />
Curtain to be supplied by Oasis<br />
Plasterboard suspended ceiling edge between columns<br />
MAIN HALL<br />
NOTE:<br />
1. Do not dimension off this dra<br />
2. For wall types locations refer<br />
3. For parapet thicknesses and<br />
with details on 6011, 6012 and<br />
4. For Wall type details 600-60<br />
u/s blade +46.110<br />
Top of Opening +46.110<br />
For fire encasement to<br />
structure refer to 284<br />
Sheets 1 to 13<br />
NOTES:<br />
Centre CHS +46.016<br />
PPC SHS d=114.3x5.0<br />
1. Refer to Structural Enginee<br />
structural details<br />
L10/760 Horizontal bracket with<br />
fixing into each blade fixed on to<br />
PPC SHS to SE's detail.<br />
Design of bracket from SHS<br />
column to horizontal<br />
SHS. Subject to Architect<br />
approval of Sub Contractor<br />
design and detail.<br />
2. Refer to M&E Engineers dr<br />
mechanical and electrical det<br />
3. Refer to Landscape Archite<br />
external details.<br />
© Copyright Curl la Tourelle + He<br />
NOTES:<br />
All dimensions to be checked on<br />
from this drawing.<br />
Any discrepancies on this drawin<br />
contract documents to be reporte<br />
the Contract Administrator for cla<br />
1<br />
640<br />
Client<br />
Willmott Dixon for Croyd<br />
FFL +42.950<br />
Refer to Landscape Architect for external<br />
paving types, details and levels<br />
SSL +42.800<br />
80 Lamble Street, London NW5 4AB<br />
tel +44 (0)20 7267 0055<br />
www.cltarchitects.co.uk<br />
Job<br />
for below ground works refer to structural<br />
and civil engineer's drawings and<br />
specifications.<br />
Oasis Academy Arena<br />
Albert Road<br />
SE25 4QL<br />
Drawing Title<br />
2875<br />
Detail through Front Pe<br />
Detail wall section Main<br />
1.00<br />
Scale<br />
Date<br />
1<br />
Pergola and front wall in section<br />
26.11.2014<br />
Drg. No.<br />
946C<br />
625<br />
20
C<br />
L<br />
C<br />
L<br />
C<br />
L<br />
REVISION HISTORY<br />
1.00<br />
Velfac solid insulated panel<br />
with 16mm back panel<br />
Composite curtain walling to<br />
door coupling detail by Velfac<br />
Acoustic seal<br />
REV DESCRIPTION DATE APPROVED DRAWN<br />
I Details 3 to 6 added. 3/11/15 dhm<br />
J Detials 4 and 5 reviewed 3/2/16 dhm<br />
following Velfac and BAP<br />
comments. Metal flashing<br />
omitted from curtain wall<br />
head.<br />
Curtain walling cill<br />
K Final revision for O&M 26/7/16 dhm<br />
manual<br />
K10/165: Plasterboard<br />
J41/670: Vapour check, tape<br />
jointed to form air tight seal<br />
50mm mineral wool insulation<br />
203 x 203 x 71 UC<br />
150mm SFS<br />
254<br />
F30/155: Insulation<br />
P20/200: Skirting<br />
M10/295: Resiliant Edge Strip<br />
Top of Screed +46.850<br />
F<br />
122<br />
28<br />
K10 265 15mm Fire<br />
Encasement to Column to give<br />
60 minutes Fire Protection<br />
Notes:<br />
Refer to 663 for Brick/Render cill detail<br />
P10/310: Vapour check, tape<br />
jointed to form air tight seal to<br />
end of PC slab<br />
Top of Slab +46.700<br />
3<br />
Curtain Walling Coupling detail - Infill panel to Wall Type 8<br />
Scale: 1:5<br />
F10/110 Brick Leaf<br />
50mm Drained Cavity<br />
wall ties, F30/248A<br />
F30/385 Cavity tray<br />
CL<br />
Steel<br />
Composite curtain walling<br />
coupling detail by Velfac<br />
Acoustic seal<br />
Curtain walling cill<br />
Stud at level change<br />
Acoustic sealant. K10/435A<br />
F30/132 Weep holes<br />
Continuous angle masonry<br />
support with thermal break<br />
fixed to RHS, to Structural<br />
Engineers detail<br />
K10/165 Drylining board to be scribed to soffit leaving<br />
10mm gap for sealant.<br />
P10/310: Vapour barrier, tape jointed to form air tight<br />
seal<br />
4<br />
Curtain Walling Coupling detail - Wall type 11<br />
Scale: 1:5<br />
15mm Soundbloc Tape<br />
jointed finish<br />
REFER TO 946C-640 FOR CURTAIN WALL CILL<br />
DETAIL<br />
20<br />
fixing to SFS by window installer<br />
Velfac solid insulated panel<br />
with 16mm back panel<br />
REFER TO 600 AND 601 FOR PARTITION TYPES AND<br />
290 FOR WALL TYPE LOCATIONS<br />
30mm compriband seal<br />
L10/400:Composite Curtain<br />
Window flush with brickwork<br />
Refer to Window Schedule<br />
for openings<br />
Flexible foil airseal, by window installer to be<br />
taped to vapour barrier, lapped with vapour<br />
barrier<br />
Column encasement:15mm Fireline Encasement and 15mm<br />
Durable Plasterboard lining, tape jointed to finish<br />
Acoustic seal<br />
Riser in 0F-12 lined from<br />
floor to ceiling<br />
Curtain walling cill<br />
Stud at level change<br />
All penetrations through siniat board will need<br />
silicone sealant to maintain air tightness line.<br />
Air Tightness<br />
Construction line<br />
© Copyright Curl la Tourelle + Head<br />
NOTES:<br />
All dimensions to be checked on site, not scaled<br />
from this drawing.<br />
1<br />
Curtain Walling Head detail<br />
Scale: 1:5<br />
2.01<br />
5<br />
Curtain Walling Detail - Infill panel to partition<br />
Scale: 1:5<br />
15mm Soundbloc Tape<br />
jointed finish<br />
Any discrepancies on this drawing with other<br />
contract documents to be reported immediately to<br />
the Contract Administrator for clarification.<br />
FOR CONSTRUCTION<br />
Client<br />
Willmott Dixon for Croydon Council<br />
Composite curtain walling<br />
coupling detail by Velfac<br />
Acoustic seal<br />
Curtain walling cill<br />
Stud at level change<br />
80 Lamble Street, London NW5 4AB<br />
tel +44 (0)20 7267 0055<br />
www.cltarchitects.co.uk<br />
Job<br />
Composite Curtain Walling<br />
Coupling Mullion by Velfac<br />
Timber packing piece<br />
50mm mineral wool insulation<br />
203 x 203 x 71 UC<br />
K10 265 15mm Fire Encasement to<br />
Column to give 60 minutes Fire Protection<br />
15mm Duraline Tape jointed<br />
finish<br />
6<br />
Curtain Walling Detail - ICoupling to Type 6 Partition<br />
Scale: 1:5<br />
15mm Duraline Tape jointed<br />
finish<br />
Oasis Academy Arena<br />
Albert Road<br />
SE25 4QL<br />
Drawing Title<br />
Curtain Wall Head and Coupling Details<br />
Front Facade Ground Floor<br />
Scale<br />
Date<br />
Drawn<br />
1: 5 @ A1<br />
1: 10 @ A3<br />
Issued<br />
Checked<br />
21
Boundary line<br />
FLAT ROOF<br />
Boundary line<br />
8750<br />
1No. double glazed rooflight,<br />
frame to match existing<br />
FLAT ROOF<br />
4000<br />
500<br />
1No. new dormer window with<br />
flat roof and corniced eaves. Sides<br />
to be clad to match existing.<br />
Proposed conservation grade<br />
timber double glazed windows<br />
1No. doub<br />
LOFT FFL<br />
±106.69<br />
SLATE<br />
KITCHEN<br />
11.47m2<br />
LIVING<br />
21.14m2<br />
SLATE<br />
LOFT FFL<br />
±106.69<br />
1No. new<br />
window w<br />
Sides to be<br />
match exis<br />
SECOND FFL<br />
±106.69<br />
FIRST FFL<br />
±103.47<br />
BRICK<br />
BATH<br />
3.75m2<br />
BRICK<br />
Extend existing<br />
staircase up to loft<br />
room<br />
SECOND FFL<br />
±106.69<br />
FIRST FFL<br />
±103.47<br />
Loft space<br />
into two r<br />
create a b<br />
ensuite. E<br />
staircase e<br />
to loft roo<br />
BRICK<br />
BEDROOM<br />
14.36m2<br />
BEDROOM<br />
16.56m2<br />
BRICK<br />
Ground<br />
±99.88<br />
GROUND FFL<br />
±100.00<br />
NO CHANGES TO<br />
FRONT ELEVATION<br />
GROUND FFL<br />
Ground ±100.00<br />
±99.74<br />
PROPOSED FRONT (SOUTH) ELEVATION<br />
Scale 1:50<br />
PROPOSED SECOND FLOOR<br />
PROPOSED REAR (NORTH) ELEVATION<br />
Scale 1:50<br />
Scale 1:50<br />
PROPOSED LOFT FLOOR<br />
Scale 1:50<br />
General Notes:<br />
Report all errors, ommission and descrepancies.<br />
Verify all dimensions on site before commencing any<br />
work on site or preparing any shop drawings.<br />
All materials, components and workmanship are to<br />
comply with the relevant British Standarts, Codes of<br />
Practice and appropriate manufacturers'<br />
recommendations that from time to time shall apply.<br />
this drawing and design remains the property of SIAW<br />
and may not be reproduced in any way without prior<br />
consent.<br />
NOTES<br />
1:50<br />
General Notes:<br />
NOTES<br />
Report all errors, ommission and descrepancies.<br />
Verify all dimensions on site before commencing any<br />
work on site or preparing any shop drawings.<br />
All materials, components and workmanship are to<br />
0 1 comply with 2the relevant British 3 Standarts, 4Codes of 5<br />
Practice and appropriate manufacturers'<br />
recommendations that from time to time shall apply.<br />
this drawing and design remains the property of SIAW<br />
and may not be reproduced in any way without prior<br />
consent.<br />
REVISION<br />
PROJECT<br />
ZONE<br />
DISCIPLINE<br />
ARCHITECTURE<br />
31A EXETER ROAD<br />
LEVEL DRAWING NUMBER<br />
NW2 4SJ<br />
ER16-P-A013<br />
CAD FILE<br />
XREF FILE<br />
CLIENT<br />
JOB NO.<br />
CI/SfB<br />
0 1 2 3 4 ER16 5<br />
A Doron<br />
DRAWING TITLE<br />
PROPOSED ELEVATIONS<br />
1:50<br />
NORTH AND SOUTH<br />
SCALE DATE<br />
DRAWN<br />
1:50 17.01.2017 SK<br />
A1 SHEET<br />
STATUS REVISION<br />
P<br />
REVISION<br />
S. ILAN ARCHITECTURAL WORKSHOP<br />
Winston House, Suite 332, 2 Dollis Park, London, N3 1HF<br />
T. 020 8346 0628 F. 020 8346 0635 E. info@siaw.co.uk<br />
CHECKED<br />
PROJECT TITLE<br />
BH<br />
31A EXETER, NW2 4SJ<br />
PROJECT<br />
31A EXETER ROAD<br />
NW2 4SJ<br />
CLIENT<br />
A Doron<br />
ZONE<br />
DISCIPLINE<br />
ARCHITECTURE<br />
LEVEL DRAWING NUMBER<br />
ER16-P-A011<br />
CAD FILE<br />
XREF FILE<br />
JOB NO.<br />
CI/SfB<br />
ER16<br />
DRAWING TITLE<br />
PROPOSED PLANS<br />
SECOND AND LOFT<br />
SCALE DATE<br />
DRAWN<br />
1:50 19.01.2017 SK<br />
STATUS<br />
P<br />
REVISION<br />
CHECKED<br />
BH<br />
22
TILES<br />
2460<br />
ROOF RIDGE<br />
+8580<br />
LOFT FFL<br />
+5820<br />
cill +1050<br />
CH +2720<br />
cill +750<br />
LOUNGE<br />
CH +2720<br />
cill +1050<br />
CH +2720<br />
cill +750<br />
LOUNGE<br />
CH +2720<br />
MH<br />
TILES<br />
cill RENDER<br />
+635<br />
TILES<br />
BEDROOM 3<br />
CH +2600<br />
RENDER<br />
PAINTED BRICK<br />
cill +635<br />
CH +2100<br />
CH +2600<br />
BEDROOM 2<br />
ROOF RIDGE<br />
+8580<br />
LOFT FFL<br />
+5820<br />
FIRST FFL<br />
+2970<br />
GROUND FFL<br />
+00<br />
2600<br />
LOFT FFL<br />
+5820<br />
2720<br />
FIRST FFL<br />
+2970<br />
8580<br />
2460<br />
2460<br />
2600<br />
2600<br />
8580<br />
8580<br />
cil<br />
BEDR<br />
CH +<br />
WC<br />
FIRST FFL<br />
+2970<br />
loft<br />
access<br />
Proposed Front RENDER (North) Elevation<br />
PAINTED BRICK<br />
GROUND FFL<br />
+00<br />
2720<br />
BREAKFAST<br />
ROOM<br />
CH +2720<br />
LOUNGE<br />
CH +2720<br />
FR<br />
CH +2720<br />
CH +2600<br />
BEDROOM 1<br />
Proposed Front (North) Elevation<br />
BATHROOM<br />
CH +2600<br />
PAINTED BRICK<br />
WC<br />
ROOF RIDGE GROUND FFL<br />
+8580 +00<br />
2720<br />
store<br />
BATH<br />
CH<br />
hts<br />
. roof lights<br />
ion<br />
. roof lights<br />
ion<br />
MH<br />
-0.74<br />
cill +1000 cill +600<br />
cill +600<br />
-0.54<br />
-0.16<br />
-0.21<br />
cill +1200<br />
KITCHEN<br />
FFL +00<br />
WC<br />
-0.98<br />
Proposed extension;<br />
white render finish, white<br />
frame folding doors<br />
Existing adjacent<br />
extension<br />
KITCHEN<br />
FFL +00<br />
CH +2720-2950<br />
1No. new window to replace 2x<br />
existing windows. New window to<br />
match adjacent existing<br />
Existing adjacent extension<br />
1No. new window to replace 2x<br />
Line existing of existing windows. extension New to window be to<br />
match demolished adjacent existing<br />
Proposed extension;<br />
Existing<br />
white<br />
adjacent<br />
render<br />
extension<br />
finish, white<br />
FFL<br />
frame<br />
+00<br />
folding doors<br />
1No. new window to replace 2x<br />
existing Line windows. of Proposed existing New extension timber window to be to<br />
decking match patio adjacent area demolished existing<br />
Proposed Existing extension; adjacent white extension render<br />
finish, white frame folding doors<br />
Line of existing extension to be<br />
Proposed<br />
-0.98<br />
demolished<br />
timber<br />
decking patio area<br />
Proposed extension; white render<br />
finish, white frame folding doors<br />
Line of existing extension<br />
to be demolished<br />
Existing adjacent<br />
extension<br />
GROUND<br />
Proposed timber -980<br />
decked patio area<br />
cill +1155 cill +1380 cill +855<br />
Proposed TILES Front (North) Elevation<br />
ROOF RIDGE<br />
+8580<br />
LOFT FFL<br />
+5820<br />
BRICK<br />
Existing First Floor Plan<br />
WHITE RENDER<br />
TILES<br />
BRICK<br />
2815<br />
GROUND FFL<br />
+00<br />
Existing ad<br />
1No. new window extension to re<br />
existing windows. New w<br />
match adjacen<br />
WHITE RENDER<br />
GROUND FFL<br />
Proposed Rear (South)<br />
Proposed<br />
Elevation<br />
First +00Floor Plan<br />
GROUND<br />
-980<br />
TILES<br />
BRICK<br />
WHITE RENDER<br />
2815<br />
2460<br />
ROOF RIDGE<br />
+8580<br />
LOFT FFL<br />
+5820<br />
FIRST FFL<br />
+2970<br />
2600<br />
LOFT FFL<br />
+5820<br />
2720<br />
FIRST FFL<br />
+2970<br />
GROUND<br />
-1205FIRST FFL<br />
+2970<br />
GROUND<br />
-1205<br />
8580<br />
2460<br />
2460<br />
2600<br />
2600<br />
2720<br />
2720<br />
8580<br />
8580<br />
Existing adjacent<br />
extension<br />
Existing ad<br />
extension<br />
Proposed timber<br />
decking patio area<br />
GROUND<br />
-980<br />
2815<br />
GROUND FFL<br />
+00<br />
Proposed Rear (South) Elevation<br />
GROUND<br />
-1205<br />
ROOF RIDGE<br />
+8580<br />
Proposed Rear (South) Elevation<br />
2460<br />
ROOF RIDGE<br />
+8580<br />
LOFT FFL<br />
+5820<br />
ing Ground Floor Plan<br />
Proposed Ground Floor Plan<br />
ROOF RIDGE<br />
+8580<br />
LOFT FFL<br />
+5820<br />
FIRST FFL<br />
+2970<br />
2600<br />
4215<br />
3235<br />
GROUND FFL<br />
+00<br />
LOFT FFL<br />
+5820<br />
2720<br />
FIRST FFL<br />
+2970<br />
GROUND<br />
-980<br />
4215<br />
3235<br />
FIRST FFL<br />
+2970<br />
GROUND FFL<br />
+00<br />
GROUND<br />
-980<br />
Proposed Section<br />
4215<br />
3235<br />
23<br />
GROUND FFL
24<br />
9<br />
S<br />
Fl<br />
Du<br />
Lo<br />
NW<br />
Du<br />
02<br />
SZ<br />
5<br />
Re<br />
Dr<br />
Jo<br />
Cl<br />
Da<br />
Dr<br />
Dr<br />
80<br />
+4<br />
ww<br />
©<br />
Bedroom<br />
Landing<br />
Landing<br />
Entrace<br />
WC Bathroom Kitchen<br />
Water Tank<br />
2450<br />
2001<br />
220<br />
2000<br />
220<br />
656<br />
240<br />
1395<br />
2072<br />
831<br />
108<br />
2063<br />
Bedroom<br />
Lounge<br />
W.C<br />
Bathroom<br />
Kitchen<br />
Landing<br />
Landing<br />
N<br />
E<br />
W<br />
S<br />
N<br />
W<br />
E<br />
S<br />
2294<br />
332<br />
222<br />
75<br />
50 50<br />
222<br />
765<br />
Storage<br />
1395<br />
600<br />
600<br />
Lounge<br />
Landing<br />
Entrance<br />
2072<br />
2116<br />
912<br />
A<br />
B<br />
Section<br />
A<br />
A<br />
B<br />
B<br />
Section
1. The Project<br />
2. The Regulatory Framework<br />
The project was to provide a suitable working<br />
environment for a new business entity HSBC had<br />
recently acquired. This included open plan office<br />
space for 135 employees and the associated<br />
ancillary spaces.<br />
ertain stakeholders<br />
urrent provision.<br />
to senior members<br />
s the impact of an<br />
uld make the project<br />
t brief. We were<br />
ative layouts<br />
easing the toilet<br />
ndards.<br />
While the scheme was in essence a<br />
straightforward office fit-out project, it was the<br />
first globally to adopt the new Global Workspace<br />
Standard 1 (GWS) set by HSBC which attracted<br />
high level attention from the business. This in<br />
turn put added pressure on all consultants, with<br />
the incentive of being appointed for all future<br />
commercial projects going forward.<br />
The initial programme was 20 weeks from<br />
inception to Practical Completion (PC), with a<br />
critical end date of 25th April 2012 for the new<br />
business to move in and become operational.<br />
eral discussions with<br />
time consuming and<br />
to the critical need<br />
to Bothwell Street.<br />
e’s relatively new<br />
ts resulting in a<br />
recommendations to<br />
dvice from AQP.<br />
lighted in AQP’s<br />
y stakeholders were<br />
his issue when the<br />
again highlights the<br />
ff from everyone<br />
ible stage to avoid<br />
Approved Document B Volume 2 (Scottish<br />
Technical Handbook Section 2 Fire)<br />
The assessment was based on the Scottish Fire<br />
Regulations 2010 and on the total occupancy of<br />
the whole floor of 235 (the proposed 135 in the<br />
east wing and the current 100 in the west wing).<br />
The scheme satisfied the increased no. of<br />
employees in terms of escape route capacity 6<br />
and as the regulations had not changed since the<br />
base build in 2009, escape distances were also<br />
met (45m where there is more than one direction<br />
of escape and 18m in a <strong>single</strong> direction)<br />
The occupancy capacity was assessed to be<br />
compliant when dividing the net area of the<br />
whole floor by 6m2/person (minimum space<br />
requirements for an office), giving a maximum<br />
occupancy of 289. This however is below<br />
Internal photograph post completion<br />
HSBC’s current space standards of 6.5m2 which<br />
again illustrates the balancing between the brief<br />
and the banks own standards.<br />
Inner rooms were designed to achieve a 1hr Fire<br />
Rating to all partitions and doors and vision<br />
panels were specified to increase employers’<br />
awareness. Due to the importance of documents<br />
and IT systems on the floor, both the store room<br />
and server room had a 2hr Fire Rating, with the<br />
server room also requiring an Expamet security<br />
mesh running from slab to soffit.<br />
es worldwide outlining key policies, space standards and global supply partners for the procurement of furniture and materials.<br />
work<br />
items.<br />
to these guidelines.<br />
31<br />
Part M - DDA inclusive design<br />
Due to the relatively new completion of the base<br />
build the building was fully DDA compliant. As the<br />
team occupying the space does not currently<br />
have any disabled employees and due to the<br />
number of desks required to fit onto the floor, not<br />
all areas of the scheme meet the Equality Act<br />
2010. If a requirement did become available the<br />
space is sufficiently adaptable for changes to be<br />
made.<br />
fter discounting one of the three staircases on this floor was 225 people based on a clear opening doorway width of 850mm and a 1100mm stair width.<br />
43<br />
25
MArch Thesis Project<br />
Pattern: rhythm and repetition<br />
Incorporating the plan pattern into the detail and decoration of the building. Through repitition it can be used as a wall<br />
feature, mosaic etc.<br />
Mixed use development<br />
Spitalfields, East London.<br />
Exploring how rhythm and<br />
repetition can enrich inhabitation<br />
through the design of textile<br />
workshops and retail units.<br />
Hierarchy of grain used to The organise construction space of the building should allow for the<br />
expansion of individual workshops without affecting the<br />
overall rhythm of the building.<br />
1:100 Ground Floor Plan<br />
Plant<br />
1:20 Courtyard paving detail,<br />
reinterpreting the Ground floor plan pattern<br />
Incorporating the plan pattern into the detail and decoration of the building. Through repitition it can be used as a wall<br />
feature, mosaic etc.<br />
Right - construction detail cutting<br />
through length of external wall.<br />
Illustrates external surface fixed<br />
glazing to allow for brick to remain<br />
Diagram illustrating pattern solid walls<br />
exposed in the reveals and soffits of<br />
the walls.<br />
Far right middle - details exploring<br />
the machine room, designed to<br />
read as an enigmatice ‘timber box’.<br />
Far right bottom - continuing the<br />
use of pattern and rhythm at the<br />
detail design stage to include having<br />
the paving and seating for the<br />
public space echo the ground floor<br />
plan and the possiblitly for this to<br />
be incorporated into furniture, rugs<br />
and other interior furnishings.<br />
The construction of the building should allow for the<br />
expansion of individual workshops without affecting the<br />
overall rhythm of the building.<br />
Diagram showing pattern of voids of soolids<br />
Plant<br />
1:100 Basement<br />
Diagram illustrating pattern of solid walls Diagram showing pattern of voids of soolids Diagram highli<br />
1:20 Courtyard paving detail,<br />
reinterpreting the Ground floor plan pattern<br />
26
27
St Michael’s Church, Hildesheim<br />
early Romanesque,1038<br />
0 5 10 15 20 M<br />
0 25 50 75 FT<br />
28<br />
0 5 10 15 20 M<br />
0 25 50 75 FT<br />
0 5 10 15 20 M
29
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