EAST ELEVATION AA · 2020. 3. 10. · Elevation East AA and West BB CL04_2 Flat Elevations A A B B...
17
STATUS DRAWING NO. REV +44 0 20 7504 1700 +44 0 20 7504 1701 www.sheppardrobson.com [email protected] LOCATION PHONE WEBSITE FAX E-MAIL 77 PARKWAY CAMDEN TOWN LONDON . NW1 7PU ARCHITECTURE URBAN DESIGN PLANNING INTERIORS KEY PLAN TITLE LOGO REV DATE AMENDMENT A1 1: DATE SCALE @ A1 - - Pl o tt e d 03 / 10 / 2019 Fil e n a me P:\ Pr o j ec t s \ 6400_ e t c \ 6411 \ CAD\ p l o t\ 02_ Pa nn ng \ 20 - 154 . dgn DRAWING ORIGINATOR CHECKED AUTHORISED © COPYRIGHT originals of the drawings or otherwise unless otherwise agreed in writing. of any kind has been, or is, granted to any third party whether by provision of copies or The copyright in this drawing is vested in Sheppard Robson and no licence or assignment DO NOT SCALE FROM THIS DRAWING in writing to Sheppard Robson before proceeding with work. The contractor shall check and verify all dimensions on site and report any discrepancies in text, on the drawing. measurement. All dimensions and levels should be read, only from those values stated Electronic data / drawings are issued as "read only" and should not be interrogated for FOR ELECTRONIC DATA ISSUE Conservation Area Consent, and detailed Rights to Light analysis. 6th Edition (RICS Code of Practice). All areas are subject to Town Planning and Nett Internal Area (NIA) method of measurement from the Code of Measuring Practice, of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) / building processes. Figures relate to the likely areas of the building at the current state due allowance for the increases and decreases inherent in the design development and whether as to project viability, pre-letting, lease agreements or the like, should include the completed building. Any decisions to be made on the basis of these predictions, The areas are approximate and can only be verified by a detailed dimensional survey of NOTES: AREA MEASUREMENT 6411 Samuel Garside House N SHEPPARD ROBSON Barking Riverside Re-instatement Works NO ENTRY - 20 154 AS TK IH 2019 10 04 100 Sheet 1/4 PLANNING N Elevation East AA and West BB CL04_2 Flat Elevations A A B B FFL +17.24 FFL +13.82 FFL +10.97 FFL +08.12 FFL +05.27 FFL +02.23 FFL +00.00 FFL +17.24 FFL +13.82 FFL +10.97 FFL +08.12 FFL +05.27 FFL +02.23 FFL +00.00 KEY PLAN 1 WEST ELEVATION BB EAST ELEVATION AA 2 LG 01 02 Roof 03 04 0G LG 01 02 Roof 03 04 0G balcony Glass Balustrade to Grey concrete brick balcony Glass Balustrade to Grey concrete brick park entrance Roller Shutter to car Timber framed windows Grey metal screening Timber framed windows infill Vertical metal flats balustrade infill Vertical metal flats balustrade Wire mesh fencing
Transcript of EAST ELEVATION AA · 2020. 3. 10. · Elevation East AA and West BB CL04_2 Flat Elevations A A B B...
-
riser
Dry
riserDry
riserDry
riserDry
STATUS
DRAWING NO. REV
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
KEY PLAN
TITLE
LOGO
REV DATE AMENDMENT
A1
. .1:
DATESCALE @ A1
- -
Plotted
03/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\02_Pla
nnin
g\2
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54.d
gn
DRAWING
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
Samuel Garside House
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement Works
SE
C
BB
SE
C
AA
SE
C
AA
NO ENTRY
-20 154
ASTKIH20191004100
Sheet 1/4
PLANNING
N
Elevation East AA and West BB
CL04_2 Flat Elevations
A
A
B
B
FFL +17.24
FFL +13.82
FFL +10.97
FFL +08.12
FFL +05.27
FFL +02.23
FFL +00.00
FFL +17.24
FFL +13.82
FFL +10.97
FFL +08.12
FFL +05.27
FFL +02.23
FFL +00.00
KEY PLAN
1
WEST ELEVATION BB
EAST ELEVATION AA
2
LG
01
02
Roof
03
04
0G
LG
01
02
Roof
03
04
0G
balconyGlass Balustrade to
Grey concrete brick
balconyGlass Balustrade to
Grey concrete brick
park entranceRoller Shutter to car
Timber framed windows
Grey metal screening
Timber framed windows
infillVertical metal flats balustrade
infillVertical metal flats balustrade
Wire mesh fencing
-
riser
Dry
riserDry
riserDry
riserDry
STATUS
DRAWING NO. REV
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
KEY PLAN
TITLE
LOGO
REV DATE AMENDMENT
A1
. .1:
DATESCALE @ A1
- -
Plotted
03/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\02_Pla
nnin
g\2
0-1
55.d
gn
DRAWING
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
Samuel Garside House
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement Works
SE
C
BB
SE
C
AA
SE
C
AA
-20 155
ASTKIH20191004100
Sheet 2/4
PLANNING
N
Elevation East CC and West DD
CL04_2 Flat Elevations
C
D D
C
FRL +14.37
FFL +00.00
FFL +00.00
FFL +14.37
FFL +10.97
FFL +08.12
FFL +05.27
FFL +02.23
FFL +00.00
FFL +10.97
FFL +08.12
FFL +05.27
FFL +02.23
FFL +00.00
KEY PLAN
EAST ELEVATION CC
WEST ELEVATION DD
3
4
LG
01
02
Roof
03
0G
LG
01
02
Roof
03
0G
balconyGlass Balustrade to
Grey concrete brick
balconyGlass Balustrade to
Grey concrete brick
Timber framed windows
Timber framed windows
Grey metal screening
infillVertical metal flats balustrade
Wire mesh fencing
-
riser
Dry
riserDry
riserDry
riserDry
STATUS
DRAWING NO. REV
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
KEY PLAN
TITLE
LOGO
REV DATE AMENDMENT
A1
. .1:
DATESCALE @ A1
- -
Plotted
03/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\02_Pla
nnin
g\2
0-1
56.d
gn
DRAWING
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
Samuel Garside House
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement Works
SE
C
BB
SE
C
AA
SE
C
AA
MAXIMUM CLEARANCE 2.3m
-20 156
ASTKIH20191004100
Sheet 3/4
PLANNING
N
Elevation East EE and West FF
CL04_2 Flat Elevations
E E
F F
FFL +00.00
FFL +02.23
FFL +05.27
FFL +08.12
FFL +10.97
FRL +14.37
FFL +00.00
FFL +02.23
FFL +05.27
FFL +08.12
FFL +10.97
FRL +14.37
KEY PLAN
EAST ELEVATION EE
WEST ELEVATION FF
5
6
LG
01
02
Roof
03
0G
balconyGlass Balustrade to
Grey concrete brick
balconyGlass Balustrade to
Grey concrete brick
Timber framed windows
Timber framed windows
LG
01
02
Roof
03
0G
Grey metal screening
infillVertical metal flats balustrade
infillVertical metal flats balustrade
Wire mesh fencing
-
riser
Dry
riserDry
riserDry
riserDry
STATUS
DRAWING NO. REV
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
KEY PLAN
TITLE
LOGO
REV DATE AMENDMENT
A1
. .1:
DATESCALE @ A1
- -
Plotted
03/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\02_Pla
nnin
g\2
0-1
57.d
gn
DRAWING
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
Samuel Garside House
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement Works
SE
C
BB
SE
C
AA
SE
C
AA
-20 157
ASTKIH20191004100
Sheet 4/4
PLANNING
N
Elevation North GG and South HH
CL04_2 Flat Elevations
H
H
G
G
FFL +00.00
FRL +14.37
FFL +17.24
FFL +13.82
FFL +10.97
FFL +08.12
FFL +05.27
FFL +02.23
FFL +00.00
FFL +00.00
FFL +10.97
FFL +08.12
FFL +05.27
FFL +02.23
FFL +00.00
KEY PLAN
NORTH ELEVATION GG
SOUTH ELEVATION HH
7
8
LG
01
02
Roof
03
04
0G
Roof
Grey concrete brick
Grey concrete brick
Timber framed windows
LG
01
02
03
0G
Grey metal screening
infillVertical metal flats balustrade
infillVertical metal flats balustrade
Grey metal screening
Wire mesh fencing
-
-20 230
ASTKIH20191004100
Ernest Websdale House
East & West Elevation
North & South Elevation
to procurement if there are apparent discrepancies between the two drawings. the strength provided on this drawing. The Structural Engineer must be notified prior block strengths indicated on the Structural Engineer’s drawings take precedence over * This drawing must be read in conjunction with the Structural engineer’s drawings. The
SUSTAINABLE HOMES SPECIFICATIONREFER TO CONSTRUCTION NOTES DRAWING FOR FULL CODE FOR
REFER TO GA PLANS FOR MOVEMENT JOINTS IN BRICKWORK
PLANNING
MAXIMUM CLEARANCE 2.3mNO ENTRY
DATE
STATUS
DRAWING NO. REV
DRAWING
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
LOGO
TITLE
KEY PLAN
REV DATE AMENDMENT
A0
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
. .1:
SCALE @ A0
- -
Plotted
03/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\02_Pla
nnin
g\2
0-2
30.d
gn
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
Ernest Websdale House
East elevation
West elevation
North elevation South elevation
balconyGlass Balustrade to
Grey concrete brick
Timber framed windows
balustrade infillVertical metal flats
balconyGlass Balustrade to
Grey concrete brick
Timber framed windows
balustrade infillVertical metal flats
Grey metal screening
Wire mesh fencing
-
21 705
20191004
5
150
50
430
glass balustrade in positionSteel angle to hold
base of glassSteel angle to clamp
OUTSIDEBALCONY
Aluminium flashing
Glass balustrade
Apartment block CL04 PROPOSED
Steel structure as existing
and to exclude insectsInclude end caps to board ends as required where board ends visible, exposedAli- Deck Supa Joists at centres to suit minimum span requirementsSupports: Ali-Deck Low Joist (50mm deep joist) or;Finish: PPC Textured grey or sand coating slip resistance 76 PVT dry & 52 PVT wetNon-combustible to BS EN 13501-1:2018 A2L-s1,d0Ali-Deck balcony boards or similar equivalent:
1700mm span based on 1/480 deflection criteria and a loading of 1.5 kN/m1900mm span based on 1/350 deflection criteria and a loading of 1.5 kN/mDomestic loading performance: (to be verified by Structural Engineer)
Deckboards fixed via proprietary deck system joist assembly.
Min slip resistance >36 PVT dry & >36 PVT wetLimit of combustibility to BS EN 13501-1:2018 A2L-s1,d0 or betterMinimum Performance:Free draining aluminium deck board system inclusive of all surface treatement / coatingsBalcony decking to comprise:
Standard retainedExisting 60x40mm
Balcony steel and glass balustrade details
designand specialist fabricators detailed to compatability with design intent - retained throughout subject Structural Engineers detailsSteel 'T' support to
paint. All connections to be stainless steel. In exposed / visible locations fixings shall include domehead nuts.Steel work to be finished with suitable primer and high performance, high build external matt / semi-mattAll balsutrade assemblies to be hot dip galvanised, deburred and sharp edges removed.arrises rounded off. All welds to be ground smooth. All sharp edges removed and handrail sections to have allwith existing glass balstrading and steelwork.Baluster centres to be equal at approx 100mm to exclude passge of 100mm sphere, and coordinatethe requirements of BS 6180 and Part K2 of the Building Regulations.Balustrading to resist horizontal forces given in BS EN 1991-1-1 and national annex PD 6688-1-1, to suit adpation and connection to existing balcony steel work.detailed design and specification by the structural engineer / specialist fabricatorSteel sizes and connections are indicative of design intent only and are subject to verification, All balustrade steel work assemblies:
-
40
Drainage
50
550
top of balcony deckProfile to ensure top of handrail is >=1100mm fromsection with rounded arrises.Handrail to comprise 150mm x 50mm aluminium box
Nom. 5mm aluminium plate
assemblyprefabricated balustrade welded to fascia plate to formalumimium flatNom. 10x40mm vertical
Engineer's DetailsSteel to Structural
exclude insects exposed, visible and to
where joist ends are include cover plates
avoid bi-metallic contact. shims as required to
shims including isolation system on levelling
Aluminium deck Joist
varies
50
30
PLANNING
IH
TK
AS
© COPYRIGHT DO NOT SCALE FROM THIS DRAWING FOR ELECTRONIC DATA ISSUE
only from those values stated in text, on the drawing.interrogated for measurement. All dimensions and levels should be read,Electronic data / drawings are issued as "read only" and should not be
Sheppard Robson before proceeding with work.on site and report any discrepancies in writing toThe contractor shall check and verify all dimensions
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS DRAWING NO.E-MAIL
DRAWING
AMENDMENTS
CHECKED BY
ORIGINATED BY
DATE
STATUSAUTHORISED BY
77 PARKWAY . CAMDEN TOWN
LONDON . NW1 7PU
+44 0 20 7504 1700
+44 0 20 7504 1701
LOCATION
PHONE
FAX
WEBSITE www.sheppardrobson.com
SCALE @ A3
REV.
Plotted
03/10/2
019
File
na
me
P:\
Projects\
64
00_etc\
64
11\
CA
D\
plot\
21_
External_
walls\
64
11-21-7
05-
CL04-Proposed.d
gn
. .
1:
- -6411
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
-
21 706
20191004
5
150
50
BALCONY OUTSIDE
15
550
-
Apartment block CL04 PROPOSED
Balcony steel and glass balustrade details
Steel structure as existing
and to exclude insectsInclude end caps to board ends as required where board ends visible, exposedAli- Deck Supa Joists at centres to suit minimum span requirementsSupports: Ali-Deck Low Joist (50mm deep joist) or;Finish: PPC Textured grey or sand coating slip resistance 76 PVT dry & 52 PVT wetNon-combustible to BS EN 13501-1:2018 A2L-s1,d0Ali-Deck balcony boards or similar equivalent:
1700mm span based on 1/480 deflection criteria and a loading of 1.5 kN/m1900mm span based on 1/350 deflection criteria and a loading of 1.5 kN/mDomestic loading performance: (to be verified by Structural Engineer)
Deckboards fixed via proprietary deck system joist assembly.
Min slip resistance >36 PVT dry & >36 PVT wetLimit of combustibility to BS EN 13501-1:2018 A2L-s1,d0 or betterMinimum Performance:Free draining aluminium deck board system inclusive of all surface treatement / coatingsBalcony decking to comprise:
Standard retainedExisting 60x40mm
designand specialist fabricators detailed to compatability with design intent - retained throughout subject Structural Engineers detailsSteel 'T' support to
paint. All connections to be stainless steel. In exposed / visible locations fixings shall include domehead nuts.Steel work to be finished with suitable primer and high performance, high build external matt / semi-mattAll balsutrade assemblies to be hot dip galvanised, deburred and sharp edges removed.arrises rounded off. All welds to be ground smooth. All sharp edges removed and handrail sections to have allwith existing glass balstrading and steelwork.Baluster centres to be equal at approx 100mm to exclude passge of 100mm sphere, and coordinatethe requirements of BS 6180 and Part K2 of the Building RegulationsBalustrading to resist horizontal forces given in BS EN 1991-1-1 and national annex PD 6688-1-1, to suit adpation and connection to existing balcony steel work.detailed design and specification by the structural engineer / specialist fabricatorSteel sizes and connections are indicative of design intent only and are subject to verification, All balustrade steel work assemblies:
Drainage
40
Nom. 5mm aluminium plate
Engineer's DetailsSteel to Structural
exclude insects exposed, visible and to
where joist ends are include cover plates
avoid bi-metallic contact. shims as required to
shims including isolation system on levelling
Aluminium deck Joist
assemblyprefabricated balustrade fascia plate to form alumimium flat welded to Nom. 10x40mm vertical
handrail is >=1100mm from top of balcony decksection with rounded arrises. Profile to ensure top of Handrail to comprise 150mm x 50mm aluminium box
varies
50
30
PLANNING
TK
TK
AS
© COPYRIGHT DO NOT SCALE FROM THIS DRAWING FOR ELECTRONIC DATA ISSUE
only from those values stated in text, on the drawing.interrogated for measurement. All dimensions and levels should be read,Electronic data / drawings are issued as "read only" and should not be
Sheppard Robson before proceeding with work.on site and report any discrepancies in writing toThe contractor shall check and verify all dimensions
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS DRAWING NO.E-MAIL
DRAWING
AMENDMENTS
CHECKED BY
ORIGINATED BY
DATE
STATUSAUTHORISED BY
77 PARKWAY . CAMDEN TOWN
LONDON . NW1 7PU
+44 0 20 7504 1700
+44 0 20 7504 1701
LOCATION
PHONE
FAX
WEBSITE www.sheppardrobson.com
SCALE @ A3
REV.
Plotted
03/10/2
019
File
na
me
P:\
Projects\
64
00_etc\
64
11\
CA
D\
plot\
21_
External_
walls\
64
11-21-7
06-
CL04-Proposed.d
gn
. .
1:
- -6411
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
-
21 708
AS
TK
IH
20191004
5
Ground floor front balcony details
Apartment block CL04-2
-
and to exclude insectsInclude end caps to board ends as required where board ends visible, exposedAli- Deck Supa Joists at centres to suit minimum span requirementsSupports: Ali-Deck Low Joist (50mm deep joist) or;Finish: PPC Textured grey or sand coating slip resistance 76 PVT dry & 52 PVT wetNon-combustible to BS EN 13501-1:2018 A2L-s1,d0Ali-Deck balcony boards or similar equivalent:
1700mm span based on 1/480 deflection criteria and a loading of 1.5 kN/m1900mm span based on 1/350 deflection criteria and a loading of 1.5 kN/mDomestic loading performance: (to be verified by Structural Engineer)
Deckboards fixed via proprietary deck system joist assembly.
Min slip resistance >36 PVT dry & >36 PVT wetLimit of combustibility to BS EN 13501-1:2018 A2L-s1,d0 or betterMinimum Performance:Free draining aluminium deck board system inclusive of all surface treatement / coatingsBalcony decking to comprise:
insectsexposed, visible and to exclude plates where joist ends are bi-metallic contact. include cover shims as required to avoid levelling shims including isolation Aluminium deck Joist system on
Engineer's DetailsSteel to Structural
30
50
Varies
PLANNING
© COPYRIGHT DO NOT SCALE FROM THIS DRAWING FOR ELECTRONIC DATA ISSUE
only from those values stated in text, on the drawing.interrogated for measurement. All dimensions and levels should be read,Electronic data / drawings are issued as "read only" and should not be
Sheppard Robson before proceeding with work.on site and report any discrepancies in writing toThe contractor shall check and verify all dimensions
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS DRAWING NO.E-MAIL
DRAWING
AMENDMENTS
CHECKED BY
ORIGINATED BY
DATE
STATUSAUTHORISED BY
77 PARKWAY . CAMDEN TOWN
LONDON . NW1 7PU
+44 0 20 7504 1700
+44 0 20 7504 1701
LOCATION
PHONE
FAX
WEBSITE www.sheppardrobson.com
SCALE @ A3
REV.
Plotted
03/10/2
019
File
na
me
P:\
Projects\
64
00_etc\
64
11\
CA
D\
plot\
21_
External_
walls\
64
11-21-7
08-
CL04-Proposed.d
gn
. .
1:
- -6411
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
-
21 711
IH
20191004
5Apartment Block CL04
102160100
paint. All connections to be stainless steel. In exposed / visible locations fixings shall include domehead nuts.Steel work to be finished with suitable primer and high performance, high build external matt / semi-mattAll balsutrade assemblies to be hot dip galvanised, deburred and sharp edges removed.arrises rounded off. All welds to be ground smooth. All sharp edges removed and handrail sections to have allwith existing glass balstrading and steelwork.Baluster centres to be equal at approx 100mm to exclude passge of 100mm sphere, and coordinatethe requirements of BS 6180 and Part K2 of the Building RegulationsBalustrading to resist horizontal forces given in BS EN 1991-1-1 and national annex PD 6688-1-1, to suit adpation and connection to existing balcony steel work.detailed design and specification by the structural engineer / specialist fabricatorSteel sizes and connections are indicative of design intent only and are subject to verification, All balustrade steel work assemblies:
joist support, and trimming around steel work and balustrading panels.Orientation of deck boards indicative - final arrangement to suit optimised span and
and to exclude insects.Include end caps to board ends as required where board ends visible, exposedAli- Deck Supa Joists at centres to suit minimum span requirementsSupports: Ali-Deck Low Joist (50mm deep joist) or;Finish: PPC Textured grey or sand coatingSlip resistance 76 PVT dry & 52 PVT wetNon-combustible to BS EN 13501-1:2018 A2L-s1,d0Ali-Deck balcony boards or similar equivalent:
1700mm span based on 1/480 deflection criteria and a loading of 1.5 kN/m1900mm span based on 1/350 deflection criteria and a loading of 1.5 kN/mDomestic loading performance: (to be verified by Structural Engineer)
Deckboards fixed via proprietary deck system joist assembly.
Min slip resistance >36 PVT dry & >36 PVT wetLimit of combustibility to BS EN 13501-1:2018 A2L-s1,d0 or betterMinimum Performance:Free draining aluminium deck board system inclusive of all surface treatement / coatingsBalcony decking to comprise:
designand specialist fabricators detailed to compatability with design intent - retained throughout subject Structural Engineers detailsSteel 'T' support to
Balcony plan details
-
40
40
top of balcony decktop of handrail is >=1100mm from rounded arrises. Profile to ensure 50mm aluminium box section with Handrail to comprise 150mm x
top of balcony decktop of handrail is >=1100mm from rounded arrises. Profile to ensure 50mm aluminium box section with Handrail to comprise 150mm x
assemblyprefabricated balustrade fascia plate to form alumimium flat welded to Nom. 10x40mm vertical
Nom. 5mm aluminium plate
Rainwater downpipe
TK
AS PLANNING
© COPYRIGHT DO NOT SCALE FROM THIS DRAWING FOR ELECTRONIC DATA ISSUE
only from those values stated in text, on the drawing.interrogated for measurement. All dimensions and levels should be read,Electronic data / drawings are issued as "read only" and should not be
Sheppard Robson before proceeding with work.on site and report any discrepancies in writing toThe contractor shall check and verify all dimensions
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS DRAWING NO.E-MAIL
DRAWING
AMENDMENTS
CHECKED BY
ORIGINATED BY
DATE
STATUSAUTHORISED BY
77 PARKWAY . CAMDEN TOWN
LONDON . NW1 7PU
+44 0 20 7504 1700
+44 0 20 7504 1701
LOCATION
PHONE
FAX
WEBSITE www.sheppardrobson.com
SCALE @ A3
REV.
Plotted
03/10/2
019
File
na
me
P:\
Projects\
64
00_etc\
64
11\
CA
D\
plot\
21_
External_
walls\
64
11-21-7
11-
CL04-Proposed.d
gn
. .
1:
- -6411
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
OFP
-
21 722
AS
TK
IH
20191004
5Apartment Block CL04
Ground floor balcony details
6040
Facing brickwork
-
30
Varies
50
30
exclude insectsexposed, visible and to where joist ends are include cover plates avoid bi-metallic contact. shims as required to shims including isolation system on levelling Aluminium deck Joist
and to exclude insectsInclude end caps to board ends as required where board ends visible, exposedAli- Deck Supa Joists at centres to suit minimum span requirementsSupports: Ali-Deck Low Joist (50mm deep joist) or;Finish: PPC Textured grey or sand coating slip resistance 76 PVT dry & 52 PVT wetNon-combustible to BS EN 13501-1:2018 A2L-s1,d0Ali-Deck balcony boards or similar equivalent:
1700mm span based on 1/480 deflection criteria and a loading of 1.5 kN/m1900mm span based on 1/350 deflection criteria and a loading of 1.5 kN/mDomestic loading performance: (to be verified by Structural Engineer)
Deckboards fixed via proprietary deck system joist assembly.
Min slip resistance >36 PVT dry & >36 PVT wetLimit of combustibility to BS EN 13501-1:2018 A2L-s1,d0 or betterMinimum Performance:Free draining aluminium deck board system inclusive of all surface treatement / coatingsBalcony decking to comprise:
assembly prefabricated balustrade
fascia plate to form alumimium flat welded to
Nom. 10x40mm vertical
Steel structure as existing
Drainage channel
joistAluminium gutter bolted to
facadeRainwater outlet pipe at
PLANNING
© COPYRIGHT DO NOT SCALE FROM THIS DRAWING FOR ELECTRONIC DATA ISSUE
only from those values stated in text, on the drawing.interrogated for measurement. All dimensions and levels should be read,Electronic data / drawings are issued as "read only" and should not be
Sheppard Robson before proceeding with work.on site and report any discrepancies in writing toThe contractor shall check and verify all dimensions
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS DRAWING NO.E-MAIL
DRAWING
AMENDMENTS
CHECKED BY
ORIGINATED BY
DATE
STATUSAUTHORISED BY
77 PARKWAY . CAMDEN TOWN
LONDON . NW1 7PU
+44 0 20 7504 1700
+44 0 20 7504 1701
LOCATION
PHONE
FAX
WEBSITE www.sheppardrobson.com
SCALE @ A3
REV.
Plotted
03/10/2
019
File
na
me
P:\
Projects\
64
00_etc\
64
11\
CA
D\
plot\
21_
External_
walls\
64
11-21-7
22-
CL04-Proposed.d
gn
. .
1:
- -6411
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
-
21 725
AS
TK
IH
20191004
5
Typical floor
Privacy Panel plan detail
-
100
100
100
100
100
100
100
100
100
100
100
100
100
848484104
84848462 84848410
42
150
42
10
existingSteel structure as
assemblyprefabricated balustrade to fascia plate to form vertical alumimium flat welded Nom. 10x40mm full height
assemblyprefabricated screen structure to form welded to support vertical alumimium flat Nom. 10x40mm
and to exclude insectsInclude end caps to board ends as required where board ends visible, exposedAli- Deck Supa Joists at centres to suit minimum span requirementsSupports: Ali-Deck Low Joist (50mm deep joist) or;Finish: PPC Textured grey or sand coating slip resistance 76 PVT dry & 52 PVT wetNon-combustible to BS EN 13501-1:2018 A2L-s1,d0Ali-Deck balcony boards or similar equivalent:
1700mm span based on 1/480 deflection criteria and a loading of 1.5 kN/m1900mm span based on 1/350 deflection criteria and a loading of 1.5 kN/mDomestic loading performance: (to be verified by Structural Engineer)
Deckboards fixed via proprietary deck system joist assembly.
Min slip resistance >36 PVT dry & >36 PVT wetLimit of combustibility to BS EN 13501-1:2018 A2L-s1,d0 or betterMinimum Performance:Free draining aluminium deck board system inclusive of all surface treatement / coatingsBalcony decking to comprise:
steelworkbetween existing structure to span Horizontal support
Rainwater downpipe
PLANNING
© COPYRIGHT DO NOT SCALE FROM THIS DRAWING FOR ELECTRONIC DATA ISSUE
only from those values stated in text, on the drawing.interrogated for measurement. All dimensions and levels should be read,Electronic data / drawings are issued as "read only" and should not be
Sheppard Robson before proceeding with work.on site and report any discrepancies in writing toThe contractor shall check and verify all dimensions
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS DRAWING NO.E-MAIL
DRAWING
AMENDMENTS
CHECKED BY
ORIGINATED BY
DATE
STATUSAUTHORISED BY
77 PARKWAY . CAMDEN TOWN
LONDON . NW1 7PU
+44 0 20 7504 1700
+44 0 20 7504 1701
LOCATION
PHONE
FAX
WEBSITE www.sheppardrobson.com
SCALE @ A3
REV.
Plotted
03/10/2
019
File
na
me
P:\
Projects\
64
00_etc\
64
11\
CA
D\
plot\
21_
External_
walls\
64
11-21-7
25-
CL04-Proposed.d
gn
. .
1:
- -6411
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
-
21 726
AS
TK
IH
20191004
Juliette Balcony
Detailed elevation
10
Flat at base
1100
400
100100100100100100100100100100100100100100100100100100100100100
431012101243
43220158522043
into masonryRetain fixing points
assembly prefabricated balustrade
fascia plate to form alumimium flat welded to
Nom. 10x40mm vertical
from base of door framehandrail is >=1100mm Profile to ensure top of with rounded arrises. aluminium box section Handrail to comprise
PLANNING
© COPYRIGHT DO NOT SCALE FROM THIS DRAWING FOR ELECTRONIC DATA ISSUE
only from those values stated in text, on the drawing.interrogated for measurement. All dimensions and levels should be read,Electronic data / drawings are issued as "read only" and should not be
Sheppard Robson before proceeding with work.on site and report any discrepancies in writing toThe contractor shall check and verify all dimensions
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS DRAWING NO.E-MAIL
DRAWING
AMENDMENTS
CHECKED BY
ORIGINATED BY
DATE
STATUSAUTHORISED BY
77 PARKWAY . CAMDEN TOWN
LONDON . NW1 7PU
+44 0 20 7504 1700
+44 0 20 7504 1701
LOCATION
PHONE
FAX
WEBSITE www.sheppardrobson.com
SCALE @ A3
REV.
Plotted
03/10/2
019
File
na
me
P:\
Projects\
64
00_etc\
64
11\
CA
D\
plot\
21_
External_
walls\
64
11-21-7
26-
CL04-Proposed.d
gn
. .
1:
- -6411
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
-
21 730
AS
TK
IH
20191004
5Apartment block CL04
150
detailsStructural EngineersSteel 'T' support to
705
Top floor balcony roof section
50
Steel structure as existing
Nom. 5mm aluminium plate
assemblyprefabricated balustrade welded to fascia plate to formalumimium flatNom. 10x40mm vertical
40
Engineer's DetailsSteel to Structural
balustrade flats100mm centres to match box section set out at 40mm x 40mm aluminium
arrises.box section with rounded 150mm x 50mm aluminium
140
200
540
325
50
PLANNING
© COPYRIGHT DO NOT SCALE FROM THIS DRAWING FOR ELECTRONIC DATA ISSUE
only from those values stated in text, on the drawing.interrogated for measurement. All dimensions and levels should be read,Electronic data / drawings are issued as "read only" and should not be
Sheppard Robson before proceeding with work.on site and report any discrepancies in writing toThe contractor shall check and verify all dimensions
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS DRAWING NO.E-MAIL
DRAWING
AMENDMENTS
CHECKED BY
ORIGINATED BY
DATE
STATUSAUTHORISED BY
77 PARKWAY . CAMDEN TOWN
LONDON . NW1 7PU
+44 0 20 7504 1700
+44 0 20 7504 1701
LOCATION
PHONE
FAX
WEBSITE www.sheppardrobson.com
SCALE @ A3
REV.
Plotted
03/10/2
019
File
na
me
P:\
Projects\
64
00_etc\
64
11\
CA
D\
plot\
21_
External_
walls\
64
11-21-7
30-
CL04-Proposed.d
gn
. .
1:
- -6411
SHEPPARD ROBSON
Barking Riverside
Re-instatement works
-
21 750
ASTKIH20191004
East Elevation
Detailed Bay elevation
25
890
S/O 2
160 2
9 c
ours
es
740
S/O 2
110 2
9 c
ours
es
325
S/O 1
275 1
7 c
ours
es
625
2850
3050
2226
Balustr
21_711200
300
2285 S/O
150
S/O 1
960 2
6 c
ours
es
1090
S/O 1
960 2
6 c
ours
es
890
2850
3150
2050
1250
S/O 1
960 2
6 c
ours
es
715
S/O 1
960 2
6 c
ours
es
965
Balustr
21_711
Apartment Block CL04 PROPOSED
-
Entrance canopy
PLANNING
STATUS
DRAWING NO. REV
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
KEY PLAN
TITLE
LOGO
REV DATE AMENDMENT
A1
. .1:
DATESCALE @ A1
- -
Plotted
03/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\21_Extern
al_
walls\6
411-2
1-7
50-C
L04-Pro
posed.d
gn
DRAWING
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
Samuel Garside House
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement Works
Balustr
21_705
Balustr
21_706
Balustr
21_722
Balustr
21_708
Balustr
21_711
PLAN DETAIL
ELEVATION DETAIL
-
21 800
ASTKIH20191008
-
PLANNING
Samuel Garside House
N/A
De Pass Gardens View 1
Day
STATUS
DRAWING NO. REV
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
KEY PLAN
TITLE
LOGO
REV DATE AMENDMENT
A1
. .1:
DATESCALE @ A1
- -
Plotted
08/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\21_Extern
al_
walls\6
411-2
1-8
00-Pro
posed.d
gn
DRAWING
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
Samuel Garside House
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement Works
ExistingDe Pass Gardens View 1
1
2 Proposed - DayDe Pass Gardens View 1
-
21 801
ASTKIH20191008
-
PLANNING
Samuel Garside House
N/A
De Pass Gardens View 1
Night
STATUS
DRAWING NO. REV
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
KEY PLAN
TITLE
LOGO
REV DATE AMENDMENT
A1
. .1:
DATESCALE @ A1
- -
Plotted
08/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\21_Extern
al_
walls\6
411-2
1-8
01-Pro
posed.d
gn
DRAWING
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
Samuel Garside House
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement Works
ExistingDe Pass Gardens View 1
1
2 Proposed - NightDe Pass Gardens View 1
-
21 802
ASTKIH20191008
-
PLANNING
Samuel Garside House
N/A
De Pass Gardens View 2
STATUS
DRAWING NO. REV
+44 0 20 7504 1700 +44 0 20 7504 1701
www.sheppardrobson.com [email protected]
LOCATION
PHONE
WEBSITE
FAX
E-MAIL
77 PARKWAY . CAMDEN TOWN . LONDON . NW1 7PU
ARCHITECTURE URBAN DESIGN PLANNING INTERIORS
KEY PLAN
TITLE
LOGO
REV DATE AMENDMENT
A1
. .1:
DATESCALE @ A1
- -
Plotted
08/1
0/2
019
Filena
me
P:\Projects\6
400_etc\6
411\C
AD\plot\21_Extern
al_
walls\6
411-2
1-8
02-Pro
posed.d
gn
DRAWING
ORIGINATOR CHECKED AUTHORISED
© COPYRIGHT
originals of the drawings or otherwise unless otherwise agreed in writing.of any kind has been, or is, granted to any third party whether by provision of copies orThe copyright in this drawing is vested in Sheppard Robson and no licence or assignment
DO NOT SCALE FROM THIS DRAWING
in writing to Sheppard Robson before proceeding with work.The contractor shall check and verify all dimensions on site and report any discrepancies
in text, on the drawing.measurement. All dimensions and levels should be read, only from those values statedElectronic data / drawings are issued as "read only" and should not be interrogated for
FOR ELECTRONIC DATA ISSUE
Conservation Area Consent, and detailed Rights to Light analysis.6th Edition (RICS Code of Practice). All areas are subject to Town Planning andNett Internal Area (NIA) method of measurement from the Code of Measuring Practice,of the design and using the Gross External Area (GEA) / Gross Internal Area (GIA) /building processes. Figures relate to the likely areas of the building at the current statedue allowance for the increases and decreases inherent in the design development andwhether as to project viability, pre-letting, lease agreements or the like, should includethe completed building. Any decisions to be made on the basis of these predictions,The areas are approximate and can only be verified by a detailed dimensional survey of
NOTES:
AREA MEASUREMENT
6411
Samuel Garside House
N
SHEPPARD ROBSON
Barking Riverside
Re-instatement Works
ExistingDe Pass Gardens View 2
1
2 ProposedDe Pass Gardens View 2
6411-20-1546411-20-1556411-20-1566411-20-1576411-20-2306411-21-7056411-21-7066411-21-7086411-21-7116411-21-7226411-21-7256411-21-7266411-21-7306411-21-7506411-21-800-Proposed_LR6411-21-801-Proposed_LR6411-21-802-Proposed_LR
