ALEX PAUL
PORTFOLIO // PROFESSIONAL WORK
ALEX PAUL 07427636286 ALEX.PAUL@HOTMAIL.CO.UK
CONTENTS HRP ARCHITECTS LTD. 01 MIXED USE DEVELOPMENTS
02 NEW DWELLINGS
03 EXTENSIONS & ALTERATIONS
04
ROOFTOP DEVELOPMENTS
05
MASTERPLANNING
PRIVATE WORK 06
WEBSITE DESIGN & ADVERTS
01 MIXED USE DEVELOPMENTS
1.1 BALHAM POST OFFICE, LONDON
1.2 LORDSHIP LANE, LONDON
Location Balham High Road, Balham, London
Location Lordship Lane, Dulwich, London
Client AP Assets
Client AP Assets
Brief Retain existing post office and redevelop site to maximise GDV through creation of boutique hotel and retain unit to BREEAM Excellent standard and apartments.
Brief Realise potential of site through extending on first and second floor to create 5 x new apartments. Change of use of GF to provide lucrative A1 unit in prominent location on the high street.
RIBA Stages 0-4
1 I
RIBA Stages 0-3
1.1
BALHAM POST OFFICE, LONDON
I 2
notes
this drawing is the copyright of the Holm partnership llp and must not be reprodu or part or used for the execution of wor permission.
all dimensions to be checked on site pr commencement of construction works a notified of any discrepancy.
figured dimensions are to be used in pr scaled dimensions.
Existing boundary wall
NEIGHBOURING BUILDING
no deviation from this drawing will be p without prior consent of the architect.
all drawings are prepared subject to a f and structural survey of the buildings a Proposed new fire escape
+24.95
all structural work is subject to the appo engineer to confirm and agree the struc os promap licence no. 100020449.
Secure Cycle Storage
RETAIL
Proposed retail entrance on Balham High Rd
+24.97
(min 4 bikes)
Secure Bin Store (retail)
client
Secure Bin Store (residential)
Covered Entrance
+24.97
Proposed boutique hotel and flats entrance
Proposed retail entrance
POST OFFICE As Existing (to be kept open during and after construction)
Proposed visitor cycle hoops Covered entrance (covered by CCTV) to existing Post Office Dome CCTV + new safety lighting to cover front 'plaza'
Existing outdoor seating for adjacent Balham Arms to be retained
Existing boundary wall
Existing Yard
Proposed planting Ram Raid Post
Planting surrounding seating area
scale width 100mm @ a1 -
fire escape stair
+24.97
NEIGHBOURING BUILDING
revision notes
Proposed Ground Floor Plan
A Existing gate to be retained
scale A1 1:100, A3 1:200
B
Existing boundary wall
C
Proposed cycle and bin store as detailed
D
Existing public access
Cais
d
Amendments following Public 2 Consultation and comments Amendments following 0 consultation with Hodkinson Scale Bar added 2 Amendments from planning
2
tor R
23.03
oad
23
cl23.13
.07
ic
Cobbles 23.21
8
Cais
tor R
23.03
23.13 23.23
23.30
cl23.13 ic
173600N
mh
Cobbles
cl23.27
8
23.1
cl23.21 gsc wsc cl23.24
23.21
m CBF
Ht 2.5
mh
cl23.36
oad
.07
cl23.27
23.1
23
cl23.21 gsc wsc cl23.24
23.13 23.23
23.30
mh
mh
CBF
cl23.36
Ht 2.5
m
23.42
tor M ews
32 RH
Cais
HH29.63 CH28.44
23.71
EH
29
HH29.62 CH28.46
23.71
EH
29
.84
Cobbles
23.80
.84
23.80
HH29.62 CH28.46
HH29.62 CH28.47
.68
Cais tor M e el
30
.33
p of
ll lev
42
28.
Cobbles
9
To
.57 RH
24.10
m Ht 1.8
Cobbles
24.17
24
Concrete H 24.346
.90
Roof ht29.86
.98
29
38.36 RH
GF5
RH
2
24.3 9
24.5
24.23
.52
oad
wsc lb
24
Tactile Paving
bt
cl24.78
9
24
oad hR Hig
7 94A Balham High Road
POST OFFICE As Existing
am
.39
41
RH
H 24.719
Balh
BH10
.73
Balh
am
Hig
7 24.5
3 1
H 24.670
HH38.83 CH37.56
.72
24.6
cl24.60 cl24.69 BR9 bt
HH37.20 CH35.78
24.5
hR
8 24.7
.60
24.7
Paved
24 rs HH38.76 CH37.55 HH37.20 CH36.30
173525N
bin
24.3
rs
EH
EH 37
.49
1.3m
Existing phone box to be removed
Tactile Paving
bt
cl24.78
Ht
.85
24
lb
IR
.60
24
h
nc Be 94A Balham High Road
lp
cl24.60 cl24.69 BR9 bt
wsc
tel: 023 9269 184 fax: 023 9263 97 email: info@hrp-archite website: hrp-architec
Balham Arms
bin
Paved
H 24.670
Phone Box
.39
41 RH
.86
3m rs 24.71
1
24.9
24
1. Ht rs
24.82
h nc Be
HH37.20 CH35.78 HH38.83 CH37.56
18 Limberline Sp hilsea, portsmouth, hampsh
HOTEL ROOM
24
lp
Brick Paved
.91
24
.86
LIGHTWELL ATRIUM
HH36.67 CH35.75
HH36.67 CH35.73
IR
.95
24
HH34.65 CH34.07
Balham Arms
24.89
HH38.76 CH37.55 HH37.20 CH36.30
cl24.95
H 24.959
24.23
cl24.95
7
cl24.99 Area Inaccessible
38.36
te Co
.86
bt
HH34.11 CH32.29
bt
HH33.08 CH31.88 HH33.06 CH32.01
24
Roof ht30.93
HOTEL ROOM
HH36.70 CH35.51
HH36.67 CH35.73
.86
ncre
Skylight
HH34.69 CH34.06 HH33.21 CH32.12 HH34.12 CH32.27
RH
HH34.65 CH34.07
24
31.05
Roof ht29.86
.03
.78
cl24.95
H 24.959
Roof ht30.86
HH36.67 CH35.75
holman re partnershi
rwp
rwp
31
.96
GF5
cl24.99
SF HH33.10 SF CH32.09 FF HH30.43 FF CH29.38
30.
Roof ht30.89
32
Area Inaccessible
HH33.06 CH32.01
HH34.11 CH32.29
bt
.85
.33
31
Roof ht29.45
31.28
24.70 .28
HH36.70 CH35.51 .33
31
HOTEL ROOM
svp
33
173550N
29.69
ic wsc rwp cl24.32 A/C
24
Skylight
29.65
EH
HH34.12 CH32.27
31 30.
Roof ht29.52
Skylight
Skylight
.40
.78
29.69
29.65
31.13
EH34
.85
24
Skylight
Skylight
Skylight
cl24.29
24
ic
HH34.69 CH34.06 HH33.21 CH32.12
EH34
29.70
31.28
lp
24
rwp
Skylight
Skylight
29.67
architects
BH4 24.63
svp
A/C
29.70
24.05
24.37 .36
Tarmac
.84
.25
Skylight
Skylight
RH 36 .03
svp
82
24.
ic wsc rwp cl24.32
Skylight
29.67
HH33.08 CH31.88
cl24.79 ic
24.56
24
28
29.67
svp
30.83
cl24.01
m
36
.72
28
.90
24
Skylight
Roof ht29.46
rwp
mh
Ht 3.6
24
79 24.
.75 24
.84
24 28.05
BH5 H 24.779
Tarmac
.49
.72 Tarmac 24.70
cl24.79 ic
BH6
CBF
.36 24
24 ic
9
cl24.29
24
.40
29.68
cl24.80
24.8
H 24.844
24.17
BH4
lp
Skylight
SF HH33.10 SF CH32.09 FF HH30.43 FF CH29.38
42
28.
Concrete H 24.346
.00
30
Roof ht29.53
svp
ll lev
wa
32
Ht 1.8
24.37
24.63
28.09
rwp
33
el
p of
To
37
Tarmac
28.43
.28
Cobbles
CBF
28.55
rwp
EH
24.05
m
svp
.85
H 28.492
82
24.
24.56
RF1
24
28
.33
24.10
32
.57
.85
m
.73
cl24.79 ic
30
cl24.01
Ht 3.6
Tarmac
H 24.844
EH
mh
H 24.779
BH6
Indicative Atrium Hotel Perspective
BH5
cl24.79 ic
24
RH
HH29.62 CH28.47
173575N
24.8
wa
31.33
EH
24.6
RH
32 .68
ws
23.42
HH29.63 CH28.44
BH10
project
24
.72
H 24.719
detail
3 I
Existing Site/Block Plan
Proposed Site/Block Plan
scale A1 1:500, A3 1:1000
scale A1 1:500, A3 1:1000
drawn
Indicative Site Views
Proposed Hotel Section scale A1 1:100, A3 1:200
date a1 scale
92a Balham High Boutique Hotel, Ap and Retail Unit Ground Floor Plan Site Plan Existing ARP Feb 16
a3 scale
as shown
checke status
847
I 4
5 I
1.2
LORDSHIP LANE, LONDON
I 6
02 NEW DWELLINGS
7 I
2.1 ANCREN
2.2 IN THE HILL HOUSE
Location Burton Bradstock, Dorset
Location Winchester, Hampshire
Client Private Family
Client Private Family
Brief Following a refusal and dismissal at appeal, HRP were appointed to rethink the site and generate a design which maximised the sites potential. Through careful design consideration the project received a unanimous approval at committee in Oct 2017 and began on site in March 2018.
Brief Reuse of a redundant WW2 Bunker and water reservoir into a family home centered around an external courtyard allowing natural light into the depths of the internal spaces. The project received planning in 2016 and the client is currently looking to raise funds to build.
RIBA Stages 0-5
RIBA Stages 0-3
2.1 ANCREN
I 8
all structural work is subject to the appointment of a structural engineer to confirm and agree the structural proposals.
this drawing is the copyright of the partnership llp and must not be rep or part or used for the execution o permission.
os promap licence no. 100020449. scale width 100mm @ a1 - 50mm @ a3 client
all dimensions to be checked on s commencement of construction wo notified of any discrepancy.
PROPOSED Rear Elevation Scale 1:100 @ A1, 1:200 @ A3
notes
this drawing is the copyright of the Holman Reading partnership llp and must not be reproduced in whole or part or used for the execution of works without their permission.
figured dimensions are to be used scaled dimensions.
all dimensions to be checked on site prior to commencement of construction works and the architect notified of any discrepancy.
thru colour render colour: Farrow & Ball Mouse's Back (to match existing garage)
ective
horizontal cedar cladding
aluminum windows (colour: charcoal gray)
uPVC soffit (colour: charcoal gray)
sliding louvers (see 8553-05 for further details)
glass balustrade with aluminum handrail
fixed louvers (see 8553-05 for further details)
figured dimensions are to be used in preference to scaled dimensions.
no deviation from this drawing will be permitted without prior consent of the architect.
horizontal cedar cladding
sliding louvers (see 8553-05 for further date details) Amendments to scheme
revision notes
aluminum windows (colour: all drawings are prepared subject to a full measured charcoal gray)
uPVC soffit A (colour: charcoal gray)
and structural survey of the buildings and site.
fixed louvers (see 8553-05 for further details)
no deviation from this drawing will without prior consent of the archite
drawn check
26/04/2017 ARP
notes
all drawings are prepared subject this drawing is the copyright of the Holman R and structural survey of not the buildinin partnership llp and must be reproduced
all structural work is subject to the appointment of a structural
glass balustrade engineer to with confirm and agree the structural proposals. aluminum handrail os promap licence no. 100020449.
or part or used for the execution of works with permission.
scale width 100mm @ a1 - 50mm @ a3
PROPOSED Front Elevation client
proposed planting
all structuralall work subject toprior the dimensionsis to be checked on site to commencement of construction works and th engineer to notified confirm and agree the of any discrepancy.
Scale 1:100 @ A1, 1:200 @ A3
figured dimensions are to be used in preferen
existing hardstanding
PROPOSED Rear Elevation
existing driveway
Scale 1:100 @ A1, 1:200 @ A3
horizontal cedar cladding
aluminum windows (colour: charcoal gray)
uPVC soffit (colour: charcoal gray)
sliding louvers (see 8553-05 for further details)
fixed louvers (see 8553-05 for further details)
scaled dimensions. os promap licence no. 100020449
no deviation from this drawing will be permitte without prior consent of the architect.
all drawings are prepared subject to a full scale width 100mm @mea and structural survey of the buildings and site
glass balustrade with aluminum handrail
permeable path
courtyard
client
+71.60
+70.20
os promap licence no. 100020449.
sto
outline of existing garage
re
existing driveway
bin
thru colour render colour: Farrow & Ball Mouse's Back (to match existing garage)
scale width 100mm @ a1 - 50m revision notes
A
terrace +71.60
retaining wall
+68.70
drawn check
client
26/04/2017 ARP
PROPOSED Rear Elevation
PROPOSED Rear Elevation Scale 1:100 @ A1, 1:200 @ A3
Scale 1:100 @ A1, 1:200 @ A3 architects
Scale 1:100 @ A1, 1:200 @ A3
existing hardstanding external decking
date
Amendments to scheme
PROPOSED Side Elevation
PROPOSED Front Elevation Scale 1:100 @ A1, 1:200 @ A3
holman reading partnership llp
EXISTING GARAGE
18 Limberline Spur hilsea, portsmouth, hampshire, po3 5hj
PROPOSED Perspective
tel: 023 9269 1843 fax: 023 9263 9722 email: info@hrp-architects.com website: hrp-architects.com
grass slope
bin
Not to Scale
sto
outline of existing garage
project
re
existing driveway
detail
lan
PROPOSED Side Elevation
proposed planting
Scale 1:100 @ A1, 1:200 @ A3
thru colour render colour: Farrow & Ball Mouse's Back (to match existing garage)
drawn
a1 scale
Scale 1:100 @ A1, 1:200 @ A3
existing driveway
existing turning
Scale 1:100 @ A1, 1:200 @ A3
status
a3 scale
rev
revision notes
existing hardstanding
existing
driveway Proposed Replacement Dwelling Ancren, Coast Road Burton Bradstock, DT6 4RN Proposed Site Plan Sections
ARP
A
Amendments to scheme
Sep 2016 a3 scale
as shown
outline of existing garage
checked status
Planning
8533 -02
rev
A
PROPOSED Side Elevation Scale 1:100 @ A1, 1:200 @ A3
terrace
architects
+71.60
9 I
checked
re
a1 scale
+68.70
ARP
sto
PROPOSED Side Elevation
date
external decking
Proposed Replacement Dwelling Ancren, Coast Road Burton Bradstock, DT6 4RN Proposed Site Plan Sections
Scale 1:100 @ A1, 1:200 @ A3 A 8533 -02 as shown
PROPOSED Front Elevation drawn
retaining wall
26/04/2
bin
detail
existing hardstanding
date
Amendments to scheme
tel: 023 9269 1843 fax: 023 9263 9722 email: info@hrp-architects.com website: hrp-architects.com project
Scale 1:100 @ A1, 1:200 @ A3
A
18 Limberline Spur hilsea, portsmouth, hampshire, po3 5hj
+71.60
+70.20
revision notes
holman reading partnership llp permeable path
courtyard
thru colour render colour: Farrow & Ball Mouse's Back (to match existing garage)
PROPOSED Front Elevation Sep 2016 Planning
PROPOSED Side Elevation
date
architects
EXISTING GARAGE
all structural work is subject to the appointme engineer to confirm and agree the structural p
holman read partnership
retaining wall
EXISTING GARAGE
18 Limberline Spur hilsea, portsmouth, hampshire, po tel: 023 9269 1843
client
B
A
A
B
C service void
RWP
E
18115
RWP
1 lightwell
834 380
6500 8865
2050
5743 250
all dimensions to be checked on site prior to Take blockwork wall commencement of construction works and the architect notified of any discrepancy. to u/s of 1st floor figured dimensions are to be used in preference to scaled dimensions.
master bedroom
no deviation from this drawing will be permitted without prior consent of the architect.
2667
+68.85
family
W0-06
2865
all drawings are prepared subject to a full measured and structural survey of the buildings and site. all structural work is subject to the appointment of a structural engineer to confirm and agree the structural proposals.
OPE NE OF SL MATE LI
464
os promap licence no. 100020449.
APPROXI
140x140 SHS corner post. Galvanised.
4
scale width 100mm @ a1W0-04 - 50mm @ a3 client
Concealed RWP
Concealed RWP
W0-05
W0-03
B
family
A
external decking
service void
plant
2500
2823
1115
STAIRS Details of materials to be agreed. 16 risers Rise: 185.25mm Going: 250mm Toughened glass balustrade
910
1250
living
218
2500
3
1000
5500 ICF wall
W0-02
1
notes
this drawing is the copyright 250 of the HRP ARCHITECTS LTD and must not be reproduced in whole or part or used for the execution of works without their permission.
1:60 fall
STAIRS Details of materials to be agreed. 16 risers Rise: 185.25mm Going: 250mm Toughened glass balustrade 2434
FIRST FLOOR BALCONY Lewis Deck preformed insulated metal deck covered with concrete. Provide 110mm min upstand at first floor external walls and at outer edge of balcony Finish with Liquid applied roofing to manufacturers details. Cover with galvanised steel grates. Provide to perimeter toughened glass balustrade. 1100mm high above ffl (grate)
910 100
365
1:60 fall
D0.04
730
2
100
957
5727
1250
3
D0.06
D0.05
3000 ICF wall
885
D0.01
5000
4
WINDOWS AND DOORS DOORS: PPC minimal frame sliding doors to be triples glazed with self draining cills. WINDOWS: PPC aluminium triple glazed. Green roof areas to be formed of Instant Grufe GLAZING: interlocking green roof modules to incorporate wildflower mix, to be laid upon a layer of Grufe Solar shading to be provided to all windows. protection fleece laid loose laid upon partially G rating to south, east and west elevations to be 0.3 minimum. bonded high performance built up felt roofing to consist of a cap sheet fully bonded to a second G rating to north elevation to be 0.5 minimum. layer on a Type 3G perforated base layer loose SLIDING SCREENS: laid Lewis deck insulated concrete roof or similar. Provide sliding louvred screens in front of the triple and double sliding doors.
en-suite
D0.03
STAIRS Details of materials to be agreed. 16 risers Rise: 185.25mm Going: 250mm Toughened glass balustrade
Concealed RWP 8865
2
svp
W0-01
revision notes
dresser
+68.85 FIRST FLOOR BALCONY Lewis Deck preformed insulated metal deck covered with concrete. Provide 110mm min upstand at first floor external walls and at outer edge of balcony Finish with Liquid applied roofing to manufacturers details. Cover with galvanised steel grates. Provide to perimeter toughened glass balustrade. 1100mm high above ffl (grate)
2632 100 2468
1831 100
1254
100
1168
1055
plant
1200
D0.02
2380
1168
Internal blockwork walls to be 100mm dense aggregate 7n blocks. Finish with 12mm plaster. 834
3865
+68.85
100
100
GROUND FLOOR
snug
WALL FORMING PART OF RETAINING STRUCTURE RIW Sheetseal applied to primed face of ICF blocks RIW Double drain drainage mat. All details of waterproofing to be to manufacturers details.
1268
5720 100
1344
3267
3135
EXTERNAL WALL CONSTRUCTION 15mm Through Coloured render as recommended by ICF manufacturer Durisol 365mm insulated ICF block walls 12mm Plaster internal finish. Route out all chases for services in ICF block. All ICF detailing to be agreed with ICF manufacturer.
D
GROUND FLOOR Internal blockwork walls to be 100mm dense aggregate 7n blocks. Finish with 12mm plaster.
615
750
750
1000
500
5500
500
1750
500
5500
500
250 3365 WINDOWS AND DOORS DOORS: PPC minimal frame sliding doors to be triples glazed with self draining cills. WINDOWS: PPC aluminium triple glazed. GLAZING: Solar shading to be provided to all windows. G rating to south, east and west elevations to be 0.3 minimum. G rating to north elevation to be 0.5 minimum. SLIDING SCREENS: Provide sliding louvred screens in front of the triple and double sliding doors.
14750 18115
revision notes
GROUND FLOOR SLAB 75mm sand cement screed Ecotherm PR100 Eco-Versal and 25mm PR25 Eco-Versal Insulation Self Adhesive DPM lapped with DPC Ground bearing slab to structural engineers details
date
drawn check
architec
FOUNDATIONS, RETAINING WALLS AND STRUCTURAL ELEMENTS All foundations and retaining walls to be to structural engineers details and specifications All cantilevered balconies, roof, structural steel, and internal first floor construction to structural engineers details and design.
First Floor, 18 Lim hilsea, portsmouth, ha
tel: 023 926 fax: 023 926 note email: info@hrp-a this d website: hrp-arc and
SECTION A-A
1
2435 floor to head
1435
CILL
FFL/BALCONY
F SLOPEdate E LINE O OXIMAT
APPR
a1 scale
all ch st engi
mJw
os p
Nov 2017 a3 scale
1:100
st
client
8
family service void
plant
2500
architects ltd GROUND FLOOR
Internal blockwork walls to be 100mm dense aggregate 7n blocks. Finish with 12mm plaster.
First Floor, 18 Limberline Spur hilsea, portsmouth, hampshire, po3 5hj tel: 023 9269 1843 fax: 023 9263 9722 WINDOWS AND DOORS DOORS: email: info@hrp-architects.com PPC minimal frame sliding doors to website: hrp-architects.com be triples glazed with self draining
All foundations and retaining walls to be to structural engineers details and specifications All cantilevered balconies, roof, structural steel, and internal first floor construction to structural engineers details and design.
project
detail
WINDOWS GROUND
SECTION B-B
STAIRS Details of materials to be agreed. 16 risers Rise: 185.25mm Going: 250mm Toughened glass balustrade
1:50
CILL
900
2395 floor to head
snug
EXTERNAL WALL CONSTRUCTION 15mm Through Coloured render as recommended by ICF manufacturer Durisol 365mm insulated ICF block walls 12mm Plaster internal finish. Route out all chases for services in ICF block.
FOUNDATIONS, RETAINING WALLS AND STRUCTURAL ELEMENTS
WINDOWS GROUND
detail
WINDOW HEAD Triple glazed aluminium window. U-Value: 0.70 W/m²K.
1495
CEILINGS Internal ceilings to be 1 layer of 12.5mm plasterboard. Skim all joints and skim finish with plaster. Provide 50mm of mineral wool sound insulation between joist at 1st floor.
Ground floor service void to rear of property access via ????
WINDOWS ROOF
1:60 fall
all di
com Proposed Dwe notifi Ancren, Coast figur scale Burton Bradsto no d witho Plan all dr and Ground Floor
464
Toughened glass balustrade to be fixed to edge of concrete balcony to structural engineers details
2500 floor to ceiling
SERVICE VOID
project
drawn
CEILING
service void
or pa perm
1
6023
E
WALL FORMING PART OF RETAINING STRUCTURE RIW Sheetseal applied to primed face of ICF blocks RIW Double drain drainage mat. All details of waterproofing to be to manufacturers details.
2500 floor to ceiling
OF S LOP
FIRST FLOOR BALCONY Lewis Deck preformed insulated metal deck covered with concrete. Provide 110mm min upstand at first floor external walls and at outer edge of balcony Finish with Liquid applied roofing to manufacturers details. Cover with galvanised steel grates. Provide to perimeter toughened glass balustrade. 1100mm high above ffl (grate)
WINDOW HEAD
FIRST FLOOR Internal stud partitions to be 89mm timber studs at 600mm centres max with 15mm wallboard fitted either side. Partitions to kitchens, bathrooms & wc's to incorporate 12.5mm ply lining behind plasterboard and 25mm sound deadening insulation quilt.
1000
LINE
Green roof areas to be formed of Instant Grufe interlocking green roof modules to incorporate wildflower mix, to be laid upon a layer of Grufe protection fleece laid loose laid upon partially bonded high performance built up felt roofing to consist of a cap sheet fully bonded to a second layer on a Type 3G perforated base layer loose laid Lewis deck insulated concrete roof or similar.
1:60 fall
utility w/c
2
PARAPET
CEILING
EXTERNAL WALL CONSTRUCTION 15mm Through Coloured render as recommended by ICF manufacturer Durisol 365mm insulated ICF block walls 12mm Plaster internal finish. Route out all chases for services in ICF block. All ICF detailing to be agreed with ICF manufacturer.
3
Insulated roof deck to be laid to a 1° (1:60) fall away from the centre of the roof.
1:60 fall
1100 balustrade
ATE
4
2434
OXIM
4
2500
Green roof areas to be formed of Instant Grufe interlocking green roof modules to incorporate wildflower mix, to be laid upon a layer of Grufe protection fleece laid loose laid upon partially bonded high performance built up felt roofing to consist of a cap sheet fully bonded to a second layer on a Type 3G perforated base layer loose laid preformed deck insulated concrete roof or similar.
APPR
3
2
drawn date a1 scale
1:50
mJw
doors.
Nov 2017
SECTION a3 scale
1:100
checked status
A-A
revisi
GROUND FLOOR SLAB 75mm sand cement screed Ecotherm PR100 Eco-Versal and 25mm PR25 Eco-Versal Insulation Self Adhesive DPM lapped with DPC Ground bearing slab to structural engineers details
cills. WINDOWS: PPC aluminium triple glazed.
Proposed GLAZING:Dwelling Solar shading to be provided to all windows. Ancren, Coast Road G rating to south, east and west to be 0.3 minimum. Burtonelevations Bradstock G rating to north elevation to be 0.5 minimum. Sections SLIDING SCREENS: Provide sliding louvred screens in A-A and B-B front of the triple and double sliding
FOUNDATIONS, RETAINING WALLS AND STRUCTURAL ELEMENTS All foundations and retaining walls to be to structural engineers details and specifications All cantilevered balconies, roof, structural steel, and internal first floor construction to structural engineers details and design.
MH Preliminary
8533 107
rev
I 10 1
2
3
4
notes
this d partne or par permi
all dim comm notifie
figure scaled
no de witho
all dra and s
all str engin
os pro
client
revisio
Existing Site 3D perspective
11 I
section/elevation
Proposed Site 3D perspective
A-A
(A1 1:100 A3 1:200)
section/elevation
C-C
(A1 1:100 A3 1:200)
2.2
IN THE HILL HOUSE
I 12
PROPOSED Perspective Section (1:100 @ A3)
Pre
03 EXTENSIONS & ALTERATIONS
EXTENSIONS & ALTERATIONS - PETERSFIELD Location Pulens Lane, Petersfield Client Private Family Brief To redevelop the existing family home to suit the needs of a growing family and provide internal spaces in which they can entertain family and friends. RIBA Stages 0-7
13 I
I 14
forecourt
porch
hall living room.
master bedroom.
store wardrobe
hall
study / bedroom 4 kitchen
bedroom. 3 dining/family room.
storage
shower. bedroom. 2
utility.
gymnasium.
rear garden
store
15 I
Existing Ground Floor Plan
Existing First Floor Plan
Existing Roof Plan
forecourt
north
porch
en-suite
hall
cloak room
master bedroom. living room.
Pulens Lane
bedroom 2 fitted wardrobe study
B
B
B
w/c
B bathroom
en-suite store utility
cpd.
fitted wardrobe
bedroom 3
light storage
bedroom 4
A
A
A
A
bedroom 2
w/c
kitchenette patio
study room sunroom
Proposed Ground Floor Plan
Proposed Frist Floor Plan
scale 1:50 @ A1 and 1:100 @A3
scale 1:50 @ A1 and 1:100 @A3
IProposed 16
scale 1:50 @ A1 and
04 ROOFTOP DEVELOPMENTS Location Various Client AP Assets Ltd, Zincha Estates, A-Plan Development Brief Additional stories to existing blocks of flats to create additional housing and increase GDV of site through densification. Various schemes shows conceptual design through to on site construction. RIBA Stages 0-6
17 I
I 18
notes
350
3702
3664
471
STRUCTURAL ENGINEER TO CONFIRM STRUCTURAL GRID AND STEEL POSITIONS/SIZES. Edge of Existing Flat Roof
Edge of Existing Flat Roof
4151
4472
Edge of Existing Flat Roof BALCONY GLASS BALUSTRADING
BALCONY 3707 3000 H2110 2x826
353
B B
figured dimensions scaled dimensions
3665
no deviation from t without prior conse
Edge of Existing Flat Roof
757
1000 C+890 H=2110
1435
10940 1000 C+890 H=2110
798
1000 C+890 H=2110
1112
1061
876
BALCONY GLASS BALUSTRADING
826 90
1955
90
898
4115
3170
STORE
988
90 410
ENTRY FLAT 03
2680 1212
90
898
90
445
667
90
3657
90
90
D D
898
1042
ENTRY FLAT 02
1042
56
56
3309
898
843
90
90
90
810
6014
700 C+300 H=2110
187
55
145
100mm svp from bathroom to be encased in a duct formed of 12.5mm plasterboard upon 38x38 sw framing, incorporate insulation quilt within boxing.
132 617
LIVING/DINING
1331
STORE
STUDY
90
304
248 1999
898
90
1345
2447 898
2464
898
641
844
55 600
76
846
3517 90
8240
2
3466
612
LIVING/DINER
126
BATHROOM
508
2292
1042
171
295
SVP
248
3267
revision notes
2944 248
1919
STAIRS Cavity barriers to be positioned vertically at all junctions of party walls to the external wall
891
248
Cavity barriers to be positioned vertically at all junctions of party walls to the external wall
3059
700 C+300 H=2110
4671
Third floor plan scale 1:50
0
1470
STAIRS
1332
1994
500
4129
MASTER BEDROOM
Cavity barriers to be positioned vertically at all junctions of party walls to the external wall
2312 1250 C+600 H=2110
MASTER BEDROOM
2944
3277
208 90
562
1
BEDROOM 2
ENTRY FLAT 01
248
350
64
2944
100
90
3267
KITCHEN
Foul waste from bathroom to be connected to existing external svp
1826
2000
898
3912
4159
1
1010
3
700
1000 C+1200 H=2110
1480
700 C+300 H=2110
1000
N.B all dimensions to be checked prior to construction & architect informed of any discrepancies (Drawings prepared for Building Regualtions only)
662
2
700 C+300 H=2110
4
SVP
Cavity barriers to be positioned vertically at all junctions of party walls to the external wall
700 C+300 H=2110
N.B stairs to be confirmed and 1250following site survey 1310 1310 structural engineer detail for proposed floor construction. C+300 Risers: 16N° H=2110 Rise: 212.7mm 18200 Going: 250mm Clear width: 900mm Clear head room between new and existing stairs. 2000mm
700 C+300 H=2110
1000
700 C+300 H=2110
1480
1000 C+300 H=2110
700
700 C+300 H=2110
5m
existing buildings
VEHICLE ENTRANCE
cbf assumed* kb
cbf
A
Internal la
B
Flat 1 & S
C
Grids, dim revised Minor alte suit parap
D
806
19 I
scale wi client
153
BATHROOM
104 898
90
516
KITCHEN
248
67
90
990
3000 H2110 2x826
os promap licence
1343
942
KITCHEN
MASTER BEDROOM
200
2790
BATHROOM
3709 BALCONY
194
100mm svp from bathroom to be encased in a duct formed of 12.5mm plasterboard upon 38x38 sw framing, incorporate insulation quilt within boxing.
2750
269
Cavity barriers to be positioned vertically at all junctions of party walls to the external wall
Foul waste from bathroom to be connected to existing external svp
all structural work engineer to confirm
2750
100mm svp from bathroom to be encased in a duct formed of 12.5mm plasterboard upon 38x38 sw framing, incorporate insulation quilt within boxing.
2253
•••••••••••••••••••••••••••••••••••
Foul waste from bathroom to be connected to existing external svp
2163
3510 2963 H2110 2x826
LIVING/DINING 5540
1350
BALCONY
1350
3718
1350
Cavity barriers to be positioned vertically at all junctions of party walls to the external wall
SVP 3399
all drawings are pr and structural surv
Edge of Existing Flat Roof
1200 C+890 H=2110
401
598
700 C+890 H=2110
Edge of Existing Flat Roof
1800 C+600 H=2110
•••••••••••••••••••••••••••••••••••
3624
all dimensions to b commencement of notified of any disc
C C
BALCONY GLASS BALUSTRADING Balcony balustrade to be min 1.1m in height. Balustrade to be in toughened glass in accordance with Part K of the Building Regulations and designed to resist the horizontal force given in BS 6180:2011. No openings in any balustrading should allow the passage of a 100mm sphere and children should not readily be able to climb the guarding.
1410
354
A A
1304
STRUCTURAL ENGINEER TO CONFIRM STRUCTURAL GRID AND STEEL POSITIONS/SIZES.
this drawing is the partnership llp and or part or used for permission.
H
G
6322
121
E
D
B
I 20
21 I
I 22
05 MASTERPLANNING
23 I
5.1 HARBOUR HEIGHTS
5.2 OLD SWAN LANE
Location Newhaven, East Sussex
Location Hailsham, East Sussex
Client Traflagar Group Ltd.
Client Traflagar Group Ltd.
Brief Creation of 700 new homes on allocated land boasting panoramic sea views. Undulating terrain meant for creation of large park areas with areas of the site varying in density. Due to proximity to cliff edge the houses had to be set back to allow for deterioration of the cliff over time.
Brief Working with both the LPA and consultants to provide a contemporary solution to a greenfield site. Risk of flooding became a constraint that only allowed half the site to be occupied, creating a large public park to be of benefit for future residents.
RIBA Stages 0-2
RIBA Stages 0-2
5.1 NEWHAVEN
I 24
A
B
A
Equitone Cladding Panel Pictora PG444 Navy Blue
B
Equitone Cladding Panel Pictora PG241 Gunmetal Grey
C
Thermally Efficient Windows and Doors (RAL - 7016)
D
Semi - Framless Glass Balustrade
E
Hit and Miss Larch Cladding (car parking behind)
F
Black Painted Metal Railing
B
C D
E
E
F
25 I
A
A
K Render Colour: White
B
Equitone Cladding Panel Pictora PG444 Navy Blue
C
Thermally Efficient Windows and Doors (RAL - 7016)
D
Semi - Framless Glass Balustrade
E
Buff Brick - Leicester Multi Yellow Stock or similar
F
Black Painted Metal Railing
B
B
C
D
E
E
F
I 26
27 I
5.2 HAILSHAM
I 28
06 WEBSITE DESIGN & ADVERTS Client CROSSFIT Guernsey Brief To design a website which encourages users to join and create a platform that allows for payment and booking of classes to be dealt with online. --www.crossfitcastawayboxii.com
29 I
I 30