N
DE
AL
M
AD
RO
6
39
8
39
0
40
Block Plan
1 : 500
No.
Description
Date
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Block Plan
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A001
Scale (@ A3)
1 : 500
REV
17/09/2016 16:56:14
1
North
Location Plan
BUILDING REGULATIONS NOTES
PARTY WALL ACT
The owner, should they need to do so under the requirements of the Party Wall Act 1996, has a duty to serve a Party Structure Notice on any adjoining owner if
building work on, to or near an existing Party Wall involves any of the following:
• Support of beam
• Insertion of DPC through wall
• Raising a wall or cutting off projections
• Demolition and rebuilding
• Underpinning
• Insertion of lead flashings
• Excavations within 3 metres of an existing structure where the new foundations will go deeper than adjoining foundations, or within 6 metres of an existing
structure where the new foundations are within a 45 degree line of the adjoining foundations.
A Party Wall Agreement is to be in place prior to start of works on site.
waste and
recycling
storage area
EXISTING STRUCTURE
Existing structure including foundations, beams, walls and lintels carrying new and altered loads are to be exposed and checked for adequacy prior to
commencement of work and as required by the Building Control Officer
BEAMS
Supply and install new structural elements such as new beams, roof structure, floor structure, bearings, and padstones in accordance with the Structural
Engineer's calculations and details. New steel beams to be encased in 12.5mm Gyproc FireLine board with staggered joints, Gyproc FireCase or painted in
Nullifire S or similar intumescent paint to provide 1/2 hour fire resistance as agreed with Building Control. All fire protection to be installed as detailed by specialist
manufacturer.
waste and recycling
collecting area
No.
Description
Date
1 : 200
PROJECT
CODE
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
2
1 : 200
CLIENT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
Projected Roof Plan
SITE
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A100
Scale (@ A3)
1 : 200
REV
17/09/2016 16:56:18
1
Existing Roof Plan
Description
Date
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Axonometric view
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A101
Scale (@ A3)
REV
17/09/2016 16:56:28
No.
8271
315
1505
17 m²
800
1321
2480
Kitchen
Larder - Utility
21 m²
3695
560
1060
5716
11 m²
A105
910
Bathroom
Family Room
5 m²
17 m²
1658
702
Bathroom
5 m²
1300
960
Bedroom
10 m²
10 m²
1540
Bedroom
4930
950
985
125
950
100
405
900
2555
2835
2 m²
2275
260
Utility
1000
100 900 100
1
650
1022
31 m²
3040
Kitchen - Dining
200
2840
8296
4550
2740
1018
600
Family Room
29 m²
1110
3650
1660
4240
2739
4040
3043
Dining Room
2840
349
1665
3715
560 590
315
11 m²
Front Reception
Hallway
20 m²
12 m²
1335
20 m²
Hallway
2005
Front Reception
2470
5035
UP
2
1 : 100
No.
Description
Date
Proposed Ground Floor Plan
1 : 100
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
GROUND FLOOR PLANS
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A102
Scale (@ A3)
1 : 100
REV
17/09/2016 16:56:40
1
Existing Ground Floor Plan
590
8900
Dining Room
29 m²
1665
3790
A107
3425
560
8271
A107
560
2
2-d
2-b
12-a
-
33-a
600
2740
650
1000
900
1060
1345
Kitchen
930
2440
1145
600 100
260
600
3650
4
A107
2480
4040
2840
5-a
21 m²
Larder - Utility
910
11 m²
Coats
1 m²
Family Room
17 m²
Description
Date
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Extension plan
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A103
Scale (@ A3)
1 : 50
REV
17/09/2016 16:56:40
No.
3532
2747
4
No.
1
1 : 100
Existing South Elevation
2
1 : 100
Description
Date
Projected North Elevation
1 : 100
Projected South Elevation
1 : 100
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Elevations
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A104
Scale (@ A3)
1 : 100
REV
17/09/2016 16:56:49
3
Existing North Elevation
1
Existing East Elevation
1 : 100
3532
1831
545
2747
2
1540
Projected East Elevation
Description
Date
910
3650
NEW DOOR
(obscured glazing)
1 : 100
No.
4240
560
1665
560 590
PROJECTED EXTENSION
New windows (obscured glazing,
no opening below 1700mm)
FULL FILL CAVITY WALL
To achieve minimum U Value of 0.28W/m²K
20mm two coat sand/cement white paint render to match front of the house and to comply to
BS EN 13914-1:2005 with waterproof additive on 100mm block K value 1.13, e.g. Lafarge
Stancrete with fully filled cavity of 110mm Rockwool Cavity insulation. Inner leaf to be 100mm
block, K value 1.13, e.g. Lafarge Stancrete. Internal finish to be 12.5mm plasterboard on
dabs. Walls to be built with 1:1:6 cement mortar.
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Elevations
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A105
Scale (@ A3)
1 : 100
REV
17/09/2016 16:56:54
2005
1
Existing West Elevation
1 : 100
3532
2747
No.
Projected West Elevation
1 : 100
Description
Date
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Elevations
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A106
Scale (@ A3)
1 : 100
REV
17/09/2016 16:57:00
2
2
2-a
3
1 : 100
2-b
4
1 : 50
No.
Description
Date
3-a
1 : 100
5-a
1 : 50
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Sections
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A107
Scale (@ A3)
As indicated
REV
17/09/2016 16:57:04
1
Description
Date
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Perspectives
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
Author
Checked by
Checker
A108
Scale (@ A3)
1:1
REV
17/09/2016 16:57:04
No.
Description
Date
PROJECT
398 Malden Road
PIERRE‐YVES GRAFFE & HEE‐YEON PARK
ARCHITECTS
CODE
CLIENT
SHEET
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
Perspectives
Date
Mr Amarjit Kainth
Project number
Issue Date
398MR
Drawn by
DRAWING NUMBER
GA
Checked by
GA
A109
Scale (@ A3)
1:1
REV
17/09/2016 16:57:05
No.
STRIP FOUNDATION
ROOFLIGHTS (STRUCTURE)
DPC 150mm above ground level
45mm PIR (polyisocyanurate) insulation
e.g. Celotex insulation
50mm residual cavity
Facing brickwork
Blockwork inner skin
65mm thick concrete sand
cement screed
Lean mix cavity fill 225mm below DPC
75mm PIR (polyisocyanurate) insulation
e.g. Celotex GA4000
225mm x 600mm concrete foundation.
Concrete mix to conform to BS EN 206-1.
Depth to be 1000mm deep depending on
ground conditions to be agreed with BCO
100mm thick concrete slab
1200g damp proof membrane
150mm sand blinded hardcore
STRIP FOUNDATION
Provide 225mm x 600mm
concrete foundation, concrete mix
to conform to BS EN 206-1 and
BS 8500-2. All foundations to be a
minimum of 1000mm below
ground level, exact depth to be
agreed on site with Building
Control Officer to suit site
conditions. All constructed in
accordance with 2004 Building
Regulations A1/2 and BS
8004:1986 Code of Practice for
Foundations. Ensure foundations
are constructed below invert level
of any adjacent drains. Base of
foundations supporting internal
walls to be min 600mm below
ground level. Sulphate resistant
cement to be used if required.
Please note that should any
adverse soil conditions be found
or any major tree roots in
excavations, the Building Control
Officer is to be contacted and the
advice of a structural engineer
should be sought
Rooflight installed in accordance with manufactures details
Structural head trimmers
Provide double trimmers
where necessary
90 degree framing angles
Structural cill trimmers
NOTE:All roof designs must be
checked and calculated by a
structural engineer
PITCHED ROOF ABUTMENT WITH CAVITY WALL
FOUNDATIONS NEAR DRAINS
Non-ferrous lead flashing at least Code 4
to be tucked into a mortar joint or chase
25mm deep and at 75mm above the zinc panels
level with a 100mm overlap
Flashing to extend min 150mm over roof zinc panels
A stepped cavity tray linked to a stepped
flashing should be used. Stepped
flashings should be cut from a strip at
least 150mm wide. Soakers or a secret
gutter should be installed at abutments
where roof zinc panels are used.
Sarking felt to BS747 turned up at abutment
Weepholes to be provided min 1 per tray
Less than 1m
No.
Description
Date
PROJECT
PIERRE-YVES GRAFFE & HEE-YEON PARK
ARCHITECTS
CODE
STATUS
SUITABILITY DESCRIPTION
PURPOSE OF ISSUE
398 Malden Road
CLIENT
Date
Issue Date
SHEET
Construction Details
Drawn by
Author
Checked by
Checker
Mr Amarjit Kainth
Project number
398MR
DRAWING NUMBER
A112
Scale (@ A3)
REV
17/09/2016 16:57:05
Where the distance from the foundation to the drainage
trench is less than 1m, concrete the drainage trench to
at least the underside of the foundation