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TSVETANHRISTOVARCHITECTURAL PORTFOLIO
Architectural Assistant
Tsvetan Hristov
CURRICULUM VITAE
Personal info and contact details
Date of Birth:Nationality:
Languages:
Mobile:Email:
Address:
Leicester School of Architecture, De Montfort University ,Leicester
Education
(Oct ‘11 - June ‘14)BA (Hons) Architecture - 2:1Design Studio - 70%
Proficient in
03/11/1992BulgarianBulgarian (native)English (second)+44 7784 [email protected], LE3 0QN
Relevant experience
Food! Just like everyone else I love food, not only consuming it ,but cooking it. The more difficult the recipe is ,the more I enjoy cooking it, maybe for that reason I mostly prefer baking my own bread at home.
I am not typically a sports person, if it does not comes to playing volleyball. I play since age of 15 and still cannot resist invitation for playing another game.
Outside Architecture
Rhino + Grasshopper3ds Max + VrayArduino ProgrammingSketch UpPhotoshop and InDesignAutoCAD and Ecotect
I have a passion for design inspired by experiential and conceptual principles. My initial interests in mathematics and visual arts pushed me towards researching intelligent technologies and evolutionary design. I believe architecture should face modern social and environmental challenges with responsive and responsible design solutions.
NTD - Nature Tecture DesignArchitectural Visualisator (Dec ‘14 & April ’15)
The director contacted me to create visuals of his proposals to public competitions in Colombia and United Kingdom. My work was intensive as the requirement was to produce an image at presentation standard and set up multiple scenes for short period of time.
DSA - Design Studio Architects, LeicesterPart I Assistant (Oct ‘15 - present)
During my stay in DSA I gained valuable work experience. My reponsibilities included undartaking site surveys, drawing and modeling existing buildings and proposals, building regulation drawings, photorealistic visuals for client meetings and planning applications. I played major role for the development of a small house proposal for a Tiny Homes Competition based in Chicago.
The live group project looked at Dovelands Primary School in Leicester and aimed to establish a report stating the issues and their possible solutions. My role in the project was to help creating ‘before and after’ 3D model of the school.
Leicester Atelier: Dovelands3D Modeler (July ‘14) (Voluntary)
Personal Work
Treehousing Durban Competition Selected for public exhibition (Nov ’15)
I started an architectural blog to keep track of my progress, as I often work on variety of projects outside work like architectural competitions, algorithmic experiments and visualisations.
TS Design - tshristov.wordpress.comArchitectural blog (February ‘15 - present)
ARCHITECTURE
LOCATION: Leicester, United KingdomTYPE: ProfessionalDATE: January - March ‘16DRAWING: Planning Application InformationSCALE: Not to scale, Original on A1AREA: Total Site Area - 318 Sqm Existing Ground Floor Print - 93 Sqm Existing First Floor - 43 Sqm Proposed Ground Floor Print - 115 Sqm Proposed First Floor - 43 Sqm
Grade II Listed House
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MMRADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']48
94 [1
6'-1
"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
designstudioA R C H I T E C T S
13 Sqm.
7 Sqm.
1 Sqm.
14 Sqm.
3 Sqm.
3 Sqm.
13 12
11
10
9
8
7
6
5
14
15
16
A
A
B
B
CC
+UP160
+UP170
+UP85
13 Sqm.
4 Sqm.
21 Sqm.
8 Sqm.
2 Sqm.
5 Sqm. 3 Sqm.
6
5
4
3
2
1
GAS
ELE
C
MH MH
A
A
B
B
+UP30
UNSURVEYEDAREA
5926 [19'-5"]
5540
[18'
-2"]
6373
[20'
-11"
]
6738 [22'-1"]
11833 [38'-10"]4685 [15'-4"]
2071
[6'-1
0"]
4938
[16'
-2"]
2605 [8'-7"]
R - 189G - 238
2300 mmHIGH LEVELBRICK WALL
RWP
RWP
RWP
SVP RWP
CC
T1
+UP150
A
A
B
B
CC
13 12
11
10
9
8
7
6
5
14
15
16R - 180G - 238
BEDROOM 3 / STUDY7 Sqm.
RA
DS
.
RADS.
RA
DS
.
New RWP
A
CH = 2750MM CH = 2750MM
CH = 2750MM
ext. RWP
ext. RWP
ext. RWP
BEDROOM 113 Sqm.
BEDROOM 213 Sqm.
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
REPLACEEXISTING MONOPITCHED ROOF
B
B
CC
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
F/F SPACE
COURTYARD10Sqm.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
RADS.
New RWP
ext. RWP
A
A
CH = 2765MMSCH = 2500MM
CH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
D/W MACHINE SPACE
aav
ELEC
GA
S
REPLACETIMBER BOARDSWITH BRICKWALL
+UP160+UP
150
REPLACEEXISTING
HARDWOODWINDOW
REPLACEEXISTING
HARDWOODWINDOWS
EXTERNALFACADE TO BESANDBLASTEDAND REPAIREDTHROUGHOUT
REPLACEEXISTING STEEL
BEAM
REPLACEEXISTING
HARDWOODWINDOW
2300 mmHIGH LEVELBRICK WALL
+UP170
+UP170
TREE TO BEREMOVED
+UP170
NEW BI-FOLDINGDOOR
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
6103 [20']
4894
[16'
-1"]
5928 [19'-5"]
FACING BRICK
SLATE ROOF TILES
BLUE BRICKTIMBER BOARDS WALL
SLATE ROOF TILES STONE FEATURE
8365
[27'
-5"]
5080
[16'
-8"]
3210
[10'
-6"]
2331
[7'-8
"]
4199
[13'
-9"]
5080
[16'
-8"]
8365
[27'
-5"]
2225
[7'-4
"]
EXISTING BRICK EXISTING BLUE BRICKBRICKS TO CLOSELYMATCH EXISTING
SLATE ROOF TILES
EXISTING SLATEROOF TILES
SLATE ROOF TILES
FACING BRICKBLUE BRICK
SLATE ROOF TILES
2965
[9'-9
"]
3720
[12'
-2"]
7761
[25'
-6"]
2662
[8'-9
"]
4080
[13'
-5"]
3322
[10'
-11"
]
5133
[16'
-10"
] 7381
[24'
-3"]
1680
[5'-6
"]
STONE FEATURETO CLOSELY
MATCH EXISTING
STONE BANDING TOFLAT ROOF PARAPET
EXISTING BLUEBRICK
EXISTINGBRICK
3296
[10'
-10"
]
EXISTING SLATEROOF TILES
WHITE ALUMINIUMBI-FOLDING DOOR
WHITE TIMBERWINDOW
FACING BRICK BLUE BRICK
4080
[13'
-5"]
8214
[26'
-11"
]
3452
[11'
-4"]
4080
[13'
-5"]
8214
[26'
-11"
]
EXISTINGFACINGBRICK
BLUE BRICK TOCLOSELY MATCH
EXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEBANDING
WHITE TIMBERWINDOW
BRICK TOCLOSELY
MATCHEXISTING
WHITE TIMBERWINDOW
SLATE ROOFTILESTO BE
REPLACED
STONE COPING TOMATCH FRONT
ELEVATION
3315
[10'
-11"
]
SLATE ROOF TILES
STONE FEATUREFACING BRICK BLUE BRICK
3412
[11'
-2"]
3560
[11'
-8"]
2965
[9'-9
"]
7601
[24'
-11"
]
2965
[9'-9
"]
3560
[11'
-8"]
7600
.5 [2
4'-1
1"]
EXISTING BLUEBRICK
EXISTINGBRICK
EXISTING SLATEROOF TILESSLATE ROOF TILES
4080
[13'
-5"]
8214
[26'
-11"
]
3367
[11'
-1"]
2500
[8'-2
"]27
50 [9
']
2750
[9']
2440
[8']
2252
[7'-5
"]
3151
[10'
-4"]
7381
[24'
-3"]
8214
[26'
-11"
]
BRICK TO CLOSELYMATCH EXISTING
3400
[11'
-2"]
4080
[13'
-5"]
8214
.5 [2
6'-1
1"]
3315
[10'
-11"
]
WHITE TIMBERWINDOW WHITE TIMBER
WINDOW
SLATE ROOF TILESTO BE REPLACED
EXISTING SLATEROOF TILES
2750
[9']
2440
[8']
2252
[7'-5
"]
2750
[9']
2765
[9'-1
"]
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
Planning Application Information
DSA-15183-PL-AL-01-A
Various @ A1
02-03-2016
T.H S.S
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: A - 15183 - TH - PLANS AND ELEVATION ALTERATION
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/100
EXISTING FIRST FLOOR PLANSCALE 1/100
PROPOSED GROUND FLOOR PLANSCALE 1/100
PROPOSED FIRST FLOOR PLANSCALE 1/100
EXISTING FRONT ELEVATIONSCALE 1/100
PROPOSED FRONT ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
EXISTING REAR ELEVATIONSCALE 1/100
PROPOSED REAR ELEVATIONSCALE 1/100
EXISTING SIDE ELEVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
SECTION C-CSCALE 1/100
PROPOSED SEC A-ASCALE 1/200
PROPOSED SECTION C-CSCALE 1/100
EXISTING SEC A-ASCALE 1/100
PROPOSED SITE LOCATIONSCALE 1/1250
ARCHITECTURE
DRAWING: Building Regulation Information 1 of 2SCALE: Not to scale, Original on A1
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
SD 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
designstudioA R C H I T E C T S
+UP160
+UP170
6
5
4
3
2
1
MH MH
UTILITY ROOM5 Sqm.
FAMILY SNUG13 Sqm.
LIVING ROOM21 Sqm.
+UP170
+UP170
R - 189G - 238
ext. RWP
ext. RWP
KITCHEN27 Sqm.
D 01
D 02
D 03
D 04
D 05
D 06
D 07 D 08
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
FD 20
D 10FD 20
S 01 A
L 01
L 02
L 04
W 01
W 02
W 03
W 04
W 05
W 06
F/F SPACE
COURTYARD10Sqm.
HD.
SD.
DRYER SPACE
D/W MACHINE SPACE
RADS.
RA
DS
.
RADS.
RADS.
HALL
HALL
4894
[16'
-1"]
6203 [20'-4"]
2G
2G
2G
wc
whb
sink
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractorprior to works commencing.
disused existing SVPto be appropriatelycapped and boxed out
3G
RADS.
3G
2G
disused existing gullyto be appropriatelyfilled in.
Structural viability of walls tobe checked on site prior toremoving. Consult B.Ibefore removing for steeldetails if required. Checkupper levels loadings priorto removing, by principlecontractor.
ALL ELECTRICAL POINTS TBC BYELECTRICAL CONTRACTOR ONSITE PRIOR TO ANY WORKCOMMENCING ON SITE.
REWIRE AND REPLASTER ALLWALLS & CEILINGS WHEREREQUIRED AS PART OFAGREED WORKS
BEFORE REMOVING ANY WALLSPRINCIPLE CONTRACTOR TOCONFIRM ON SITESTRUCTURAL STABILITY OFBUILDING AND WALL. IF FOUNDTO BE STRUCTURAL CONSULTSTRUCTURAL ENGINEER PRIORTO ANY WORKS COMMENCINGON SITE.EXISTING STRUCTURE TO BECONFIRMED AS SUITABLE FORIMPOSED LOADINGS BY S.E.TBC ON SITE WITHPROPRIETARY CONTRACTORS.
Kitchen layout tbc on site, servicesto adhere to all current B.regs asper approved documents. Kitchenfixings and finishes tbc by client andprinciple kitchen contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
WALL DRYLINING
Retain existing brickwork wallsDryline internally with 60mm 'CelotexGS5060' or similar approved to achieverequired U-Value of 0.28 W/m2K. Wall tobe studded at appropriate centres,thermal plasterboard to be securely fittedto battens. Skim to finish.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
kitchen to be ventilatedby a cooker hood extractproviding intermittentventilation of 30 l/s min.ducted directly throughan external wall to theoutside air.
FOR STEELS REFER TO S.E.NOTES.
Remove existingwooden gate. Retainexisting opening andarch lintel. Providenew composite timberexternal door withglazed top panel.
L 05
New toughened glass bi-fold doorsto be installed to manufacturer'srecommendations.
Remove existing window. Build up theopening with timber stud partition.Provide appropriate insulation to meetsound requirements.
Replace existingdoor with newinternal door.
remove existingwindow. Beak outexisting masonrywall to createproposed opening.Place new lintelabove the opening.
Break out existingmasonry wall to createproposed opening.Place new lintel abovethe opening. Providenew composite timberexternal door with halfglazed panel.
Structural viability ofwalls to be checked onsite prior to removing.Consult B.I. beforeremoving for steeldetails if required.Check upper levelsloadings prior toremoving, by principlecontractor.
Build up existing opening withtimber stud partition. Provideappropriate insulation to meetsound requirements.
Provide new concretelintels to existingopening. Refer to lintelschedule for details.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
Retain existing wallsand floor structure.
Retain existingwalls and floorstructure.
New concrete floorslab construction. Newfinished floor level toline through withexisting.
New 302mm cavitywall. Refer toconstruction notes forspecification.
New RWP
New RWP to connectto existing assumedcombined drainage
ext. RWPExisting windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing window to beretained.
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Internal finishes to be confirmedon site by client.
New and existing walls to have13mm plasterboard and skim tofinish.
All radiator locations tbc on sitewith principle plumbingcontractor.
Provide new skirting boards tonew rooms, specification tbcby client
Existing steel beam tobe replaced with newbeam. To be specifiedby SE.
Remove existing walland chimney breast(grey dashed lines) onboth floors. Providesteel beams/ gallowsbrackets for chimneysupport at roof level.TBC with S.E.
Remove existinglow level masonrywall (grey dashedlines)
Remove existingmasonry outbuildings (greydashed lines).
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
A
A
B
B
Tree to beremoved
HD.
Existing lintel to bereused. Principalcontractor / buildinginspector to confirmstructural viability
CH = 2765MM
SCH = 2500MMCH = 2765MM
CH = 2440MM
CH = 2440MM
CH = 2400MM
RADS.
Wall to be boxed out toserve proposed fouldrainage run
New brickwork toclosely match existing.Dryline internally
New 302mm cavitywall. Refer toconstruction notes forspecification.Brickwork to closelymatch existing
Existing facade tobe sandblasted andrepaired throughoutExisting facade to
be sandblasted andrepaired throughout
1506 [4'-11"]
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Build up existing windowexisting opening to level with Window06. Existng lintel to be retained. Newexternal stonework to be added.Stonework to closely match existing.Opening size to be confirmed bysupplier prior to manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Existingopening size to beconfirmed by supplierprior to manufacture.
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
S 01 B
S 02
L 03
+UP150
D/W MACHINE SPACE
sink
aav
ELEC
GA
S
D 15FD 20
2GL 06
W 13
Retainexistingdoor.
New bespoke timberdouble glazed window.
New bespoke timberdouble glazedwindows. Windowopening to matchexisting. Stoneworkand lintels to bereused. Openingsize to be confirmed bysupplier prior tomanufacture.
L 07
MH MH
RWP
RWP
RWP
RWP
13 12
11
10
9
8
7
6
5
14
15
16
BEDROOM 113 Sqm. BEDROOM 2
13 Sqm.
R - 180G - 238
AAV
Proposed foul drainageto run through loweredceiling void; all falls tobe minimum 1:40 toApproved Documents
BEDROOM 3 / STUDY7 Sqm.
whb
shower
wc
2G
2G
2G
RA
DS
.
RADS.
RA
DS
.
W 07
W 08W 09
W 10
W 11
W 12
2G
Provide new ceiling mounted extractfan to bathroom. Extract ducted toexternal air directly via brick air vent.Fan to have 15minute over runBathroom lights to be appropriately IPrated for use. Location tbc withelectrical contractor.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.bathroom layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbcby plumbing contractor on siteprior to start.
1:40 ratio to all drops
New RWP
New RWP to connectto existing assumedcombined drainage
A
A
B
B
CH = 2750MM CH = 2750MM
CH = 2750MM
SD.
Refer to section forfurther details
Existing staircaseto be retained.Finished to beconfirmed withclient
ext. RWP
ext. RWP
Floor to be replaced.Bathroom floor and wallsfinish to be confirmed byclient prior installation
ext. RWP
Roof to be replaced.Roof tiles to closelymatch existing
D 14FD 20
D 12FD 20
D 13FD 20
D 11FD 20
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening size tobe confirmed by supplierprior to manufacture.
Existing windows to bereplaced with new bespoketimber double glazedwindows. Retain existingopenings and lintels. Retainexisting external stonework.Existing opening size to beconfirmed by supplier priorto manufacture.
Existing windows to be replaced withnew bespoke timber double glazedwindows. Retain existing openings andlintels. Retain existing externalstonework. Existing opening size to beconfirmed by supplier prior tomanufacture.
FLAT ROOF TO HAVE SLIGHT FALLSMIN 1/100
150mm Code 4 Leadflashing where proposed flatroof abuts existing structure
Parapet wall to warm deckflat roof
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
Build up existing window opening to allowfor 150mm lead flashing to serve proposedmonopitched
DRYLINE EXISTING BRICKWORK WALL INTERNALLY WITH 60MM 'CELOTEXGS5060' OR SIMILAR APPROVED TO ACHIEVE REQUIRED U-VALUE OF 0.28W/M2K. WALL TO BE STUDDED AT APPROPRIATE CENTRES,APPROPRIATE THERMAL PLASTERBOARD TO BE SECURELY FIXED TOBATTENS. SKIM TO FINISH.
100mm timber stud partition wall, timber studs 50x100 C16 @400 c/c fixed to joists to provide head restraint.12.5mmplasterboard finish. Provide 'Isover Acoustic Partition roll' (APR1200) or similar approved to meet required sound requirements.See construction notes.
INTERNAL STUD PARTITION WALL CONSTRUCTION TYPE 1
DENOTES CAVITY CLOSER
DENOTES TOUGHENED SAFETY GLASS TO DOORS ANDWINDOWSSpecification tbc with proprietary contractor prior tomanufacture.Kitchen to be ventilated by a cooker hood extract providingintermittent ventilation of 30 l/s min. Ducted in ceiling/joist voiddirectly through soffit to the outside air.Bathroom and en-suite to be ventilated by ceiling mountedmechanical extracts as shown providing intermittent ventilationof 15 l/s min. Ducted to soffit/gable vent as shown. Bathroomand en-suite fans with no openable window to be operated viathe light switch and to have a 15 min overrun.
RADIATORIndicates indicative position of radiator refer to manufacturersheating designs.
SMOKE / HEAT DETECTIONDenotes ceiling mounted smoke & heat detectors. to comply inall respects with BS 5446: PART 1:2000 & installed inaccordance with BS 5839-6:2004, to be interconnected & wiredto a separately fused circuit. smoke detectors to have a standbypower supply, such as a battery (chargeable ornon-rechargeable) or capacitor. occupiers are to receive themanufacturers operating & maintenance instructions under BS5839-1 & BS 5839-6.
RADS.
DENOTES WALL MOUNTED ELECTRIC METER LOCATION
DENOTES WALL MOUNTED GAS METER LOCATION
External cavity wall construction to be 302mm thick overall,100mm cavity with 100mm blockwork inner and 102mmbrickwork outer leaf. Cavity to be fully filled with 100mm'Kingspan Kooltherm K8 Cavity Board'. External brickwork tomatch existing Internal finish to be 12.5mm plasterboard ondabs, all joints to be taped and jointed suitable for directdecoration, moisture resistant plasterboard to be used in wetareas.Stainless steel wall ties at appropriate spacing to engineersdetail. Minimum Target U-value Required = 0.18 W/m²K
EXTERNAL CAVITY WALL CONSTRUCTION TYPE 1
DENOTES BOILER POSITION:where combi boilers are used the shower over the bath can bethermostatic but the boiler manufacturer must confirm that theboiler flow rates and hot water temperatures can be met forsimultaneous draw offs in accordance with the nhbc standards,chapter 8.1,d9. the en-suite (if applicable) must only be fittedwith an electric shower instead of a thermostatic valve. newboiler tbc by specialist contractor prior to removal of existing orinstallation.
ELEC
GAS
CH= DENOTES ROOM CEILING HEIGHTDENOTES VAULTED CEILING RIDGE HEIGHT
DENOTES VAULTED CEILING LOWEST HEIGHT
PROPOSED SURFACE WATER DRAINAGE
PROPOSED FOUL DRAINAGE
PROPOSED WASTE WATER DRAINAGE
SD.
HD.
W/C's WITH NO OPENABLE WINDOW TO BE VENTILATEDBY WALL OR CEILING MOUNTED MECHANICAL EXTRACTAS SHOWN PROVIDING INTERMITTENT VENTILATION OF6 l/s MIN AND DUCTED TO OUTSIDE AIR.
PLAN LEGEND PLAN LEGEND
B.T. OPENREACH MASTERSOCKET NTE5A OR SIMILAR
DOUBLE SWITCH SOCKET, 2 GANG
SINGLE SCREENED TV AERIAL OUTLET
ALL ELECTRICAL LAYOUTS ARE TBC ON SITE. SPECIFICATIONS TBC WITHCLIENT PRIOR TO INSTALLATION
2 GANG PLATE SWITCH2G
WHITE HEAT DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
ELECTRICS KEY
SYMBOL ITEM QUANTITY
HIGH LEVEL DOUBLE SWITCH SOCKET, 2 GANG
HD.
3 GANG PLATE SWITCH3G
2G
2 GANG SWITCH / FUSE SPUR (OR RELATIVE NUMBER)TO BE LINKED TO BELOW COUNTER SOCKETS FORREQUIRED EQUIPMENT (W/MACHINE, EXTRACTION )SPECIFICATION TBC WITH ELECTRICAL CONTRACTORPRIOR TO INSTALLATION
RADS
KITCHEN MECHANICAL VENTILATION. REFER TOPLAN LEGEND NOTES FOR REQUIREMENTS.SPECIFICATION TBC WITH PRINCIPLECONTRACTOR.
BATHROOM AND EN-SUITE MECHANICALVENTILATION . REFER TO PLAN LEGEND NOTESFOR REQUIREMENTS. SPECIFICATION TBC WITHPRINCIPLE CONTRACTOR.
1 GANG PLATE SWITCH1G
WHITE SMOKE DETECTOR. REFER TOPLAN LEGEND FOR SPECIFICATION.
SD.
GU10 LED SPOTLIGHT. SPECIFICATIONTBC WITH CLIENT.
PENDANT LIGHT FIXING. DESIGN TBC.
SMALL PENDANTS ABOVE THE SERVERY AREA.DESIGN AND SPECIFICATION TBC WITH CLIENT.
GF4
CAT6 ETHERNET NETWORKSOCKET
CONSUMER UNIT LOCATION SPECIFICATION TBCWITH ELECTRICAL CONTRACTOR
THERMOSTAT TO BE FITTED IN ALL KITCHEN/DINERSAS SHOWN. REFER TO MANUFACTURER /ELECTRICAL CONTRACTOR INFORMATION FORSYSTEM SPECIFICATION
INDICATES INDICATIVE POSITION OF RADIATORREFER TO MANUFACTURERS HEATING DESIGNS.
GF 2FF 1
GF 1FF 1
FF 2
GF 12FF 5
GF 2
GF 18FF 11
GF 3
GF 7FF 3
GF 3FF 3
GF 3FF 3
GF 5FF 3
GF 1
FF 1
GF 2
GF 1
GF 3
GF 2
GF 2FF 4
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
existing manholes to be reused;assumed combined drainage tbcon site by Principal contractor priorto works commencing.
disused existing SVP tobe appropriately cappedand boxed out
disused existinggully to beappropriatelyfilled in.
New sanitary waste to connect tonew AAV. Drainage to connectvia floor void. Dryline all openings.WC layout tbc on site.all drains connect to ASSUMEDexisting combined drainage, tbc byplumbing contractor on site prior tostart.
1:40 ratio to all drops
New concrete floorslab construction.New finished floorlevel to line throughwith existing.
NewRWP
ext.RWP
Foundations to line thru withexisting. Existing foundations notto be disturbed. tbc on site by b.inspector.
aav
6414 [21'-1"]
5139
[16'
-10"
]
Eccentric foundationwhere new cavity wall on
the boundary.Foundations tbc by B.I.
FOUNDATION WIDTHS:600mmEXTERNAL WALLS:300mm
The regions are to havethese foundation widthschecked on a site basis,
to suit ground conditions.
Eccentric foundationwhere new cavity wall
close to existing manhole.Foundations tbc by B.I.
3468 [11'-5"]
Foundations to bebroken down forproposed AAV tobe boxed out
FFL to line throughground floor, finishTBC by client
6134
[20'
-1"]
3521 [11'-7"]
4689
[15'
-5"]
5805 [19'-1"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
ext. RWP
sink
sink
Foundations to bebroken down forproposed wastewater drainage
wc
whbaav
HD.
6
5
4
3
2
1
MH MH
R - 189G - 238
ext.RWP
NewRWP
ext.RWP
47x220 C16 joists toserve proposed flat roof
PROPOSED JOISTSLAYOUT AT MAX.
400 CENTRES
38x120 C16 at400m centresjoists to serveproposedmonopitched roof
FLAT ROOF TO HAVE SLIGHT FALLS
Celotex FT5000 150mm between joistsand PL4050 25mm below joists orsimilarly approved to achieve minimum0.18W/m2K u-value
6134
[20'
-1"]
3521 [11'-7"]
3460
[11'
-4"]
3560 [11'-8"]
2407
[7'-1
1"]
2224 [7'-4"]
2435
[8']
1186 [3'-11"]
3418 [11'-3"]
400 [1'-4"]
4689
[15'
-5"]
5805 [19'-1"]
400 [1'-4"]
3296 [10'-10"]
1920
[6'-4
"]
PROPOSED JOISTSLAYOUT AT MAX.400mm CENTRES
Proposed ceiling joiststo connect to proposedsteel. Connection detailtbc on site. Ceiling levelto line throughout
Proposed ceiling joiststo connect to joisthangers
Existing steel beamto be replaced withnew beam. To bespecified by SE.
MIN 1/100
double up joistsat each side
ext. RWP
38x125 C16 at400mm centresrafters to serveproposedmonopitched roof
S 01 A
S 01 B
S 02
1932 [6'-4"]
1280
[4'-2
"]
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
WINDOW MANUFACTURER PLEASE NOTE:TIMBER OR PVC U WINDOWS TO BE FITTED WITH 24MM O/ATHICKNESS (16MM AIR GAP) LOW E ARGON FILLED (HARDCOAT) DOUBLE GLAZED UNITS TO BS.5713. INSTALLED INACCORDANCE WITH BS.8000:PART 7. TOUGHENED SAFETYGLASS TO BS.6206:1981 INSTALLED IN AREAS MARKEDTHUS: ON PLANS. ALL WINDOWS / DOORS TO BEDRAUGHT PROOFED. WHERE APPLICABLE, ALL WINDOWSON FRONT ELEVATIONS TO HAVE MATCHING CASEMENTSAND REBATES SUFFICIENT TO ACCOMODATE MINIMUM24MM O/A SEALED UNITS.N.B. WHERE RECONSTRUCTED STONE CILLS ARE USED,CORRESPONDING WINDOWS TO BE MANUFACTURED WITH90mm STUB CILL - ALL OTHER DOORS / WINDOWS TO HAVEMIN 155MM SECTION CILLS.
WINDOW VENTILATION NOTE:WINDOW MANUFACTURER TO PROVIDE OVERHEADBACKGROUND VENTILATORS TO ALL WINDOWS TO COMPLYWITH TABLE 5.2A OF APPROVED DOCUMENT F1 SECTION 5.MINIMUM 5000mm² EQUIVALENT AREA IN ALL HABITABLEROOMS AND MINIMUM 2500mm² IN ALL WET ROOMS. TOTALCALCULATED EQUIVALENT AREA REQUIRED BASED ONFLOOR AREA AND OCCUPANCY TO MEET BUILDINGREGULATION REQUIREMENTS. CALCULATIONS TO BE MET BYPROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE.
LEVEL OF OCCUPANCY:FOR BACKGROUND VENTILATION CALCULATIONS, ASSUMEDACCOMMODATION LEVELS ARE IN ACCORDANCE WITHAPPROVED DOCUMENT F1, TABLE 5.2A (NOTE B). BEDS ASSHOWN IN BEDROOMS ARE TO INDICATE THE ROOM SIZE ISAPPROPRIATE FOR A DOUBLE BED IF REQUIRED.
WINDOW NO.
W01 x 17001050
WINDOW AND DOOR SCHEDULE
STRUCTURAL OPENING DIMENSIONS DENOTES DOORINCLUDING DOOR FRAME TO BE PROVIDEDALL WINDOW AND DOOR DETAILS AND SIZES TO BETAKEN AS A GUIDE. WINDOW / DOOR MANUFACTURERSTO DO SITE SURVEY PRIOR TO MANUFACTURING DOORS& WINDOWS
W02 x 17001350W03 x1050W04 x1036W05 x1624W06 x460W07W08 x428W09 x1200W10 x1150
x690
15801580
EXT D01 x 21003600
DOOR NO.
EXT D02 x 2100902EXT D03 x 2100940EXT D04 x 2100890INT D05 x 2100910INT D06 x 2100920INT D07 x 2100
965INT D08 x 2100INT D09 x 2100INT D10 x 2100INT D11 x 2100
1700135012901290
745
1580
940
7871065883856830
x 2100x 2100
INT D12INT D13
(mm)
HEIGHTWIDTH
HEIGHTWIDTH
STRUCTURAL OPENING SIZE
(mm)STRUCTURAL OPENING SIZE
DENOTES TOUGHENED SAFETY GLASS TO B.S. 6206
LINTEL SCHEDULE (TBC BY PRINCIPAL CONTRACTOR ON SITE)
LINTEL TYPELINTEL
L01
LINTELNUMBER LENGTH
HEIGHTLINTELDUTY (mm)
1500 70PC 100X70Standard DutyL02 1350 65PC 140X65Standard Duty
L04 4000 200S/K - 90Standard Duty
STEEL SCHEDULE (TBC BY STRUCTURAL ENGINEER)
STEEL
S01B
NUMBER STEEL LOCATION
SUPPORTING THE PROPOSED GROUND FLOOR MONOPITCHED ROOFS02 SUPPORTING THE FIRST FLOOR CHIMNEY BREAST
CLEAR OPENING (mm)
29651120
ALL MEASURMENTS TBC ON SITE BY PROPRIETARY CONTRACTOR PRIOR TO MANUFACTURE
825 x 2100INT D14
x1230 815
W11W12 x1150 1580
S01 A
EXISTING WINDOWS TO BE REPLACED WITH NEWBESPOKE TIMBER DOUBLE GLAZED WINDOWS. RETAINEXISTING OPENING AND LINTELS. RETAIN EXISTINGEXTERNAL STONEWORK. EXISTING OPENING SIZE TO BECONFIRMED BY SUPPLIER PRIOR TO MANUFACTURE
L03 1200 88Standard Duty
L05 1500 65PC 140X65Standard Duty
787 x 2100INT D15
L06 1200 65PC 140X65Standard Duty
W13 1237 1350x
L07 1650 107S/K - 90 Standard Duty
S/K - 90
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-PL-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43 Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 0 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
EXISTING GROUND FLOOR PLANSCALE 1/200
EXISTING FIRST FLOOR PLANSCALE 1/200
PROPOSED GROUND FLOOR PLANSCALE 1/50
PROPOSED FIRST FLOOR PLANSCALE 1/50
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED ROOF JOIST PLANSCALE 1/100
PROPOSED FOUNDATION PLANSCALE 1/100
ARCHITECTURE
DRAWING: Building Regulation Information 2 of 2SCALE: Not to scale, Original on A1
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
designstudioA R C H I T E C T S
Blue engineering brick belowDPC. Min 150mm off theground level.
Proposed foul drainage to runthrough lowered ceiling void;all falls to be minimum 1:40 toApproved Documents
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHT
MIN 28 CRS; +2400 CEILING JOIST LEVEL
Courses based on 85mm height brickwork as per existing.TBC on site by principal contractor
Finished floor level to line through with existing.Floor finish TBC by client
47x220 C16 joists to serve proposedflat roof. Refer to TRADA
double up joists at each side
min 150mm hardcoreProposed foundations to appropriately tie in to existing.TBC with proprietary contractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Floor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
2400
[7'-1
1"]
2750
[9']
2500
[8'-2
"]
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
UNSURVEYEDLOFT
New solid brickwall.Dryline internally.Brick dimensions tobe confirmed onsite prior toinstallation
10CRS
20CRS
30CRS
40CRS
Suspended ceiling tobox out the proposedfoul drainage
2371
[7'-9
"]
2314
[7'-7
"]
WALL DRYLINING
Retain existing brickworkwallsDryline internally with 60mm'Celotex GS5060' or similarapproved to achieverequired U-Value of 0.28W/m2K. Wall to be studdedat appropriate centres,thermal plasterboard to besecurely fitted to battens.Skim to finish.
38 CRS; +3230 TOP PARAPET WALL
Existing windows to bereplaced with newbespoke timber doubleglazed windows. Retainexisting openings andlintels. Retain existingexternal stonework.Existing opening sizeto be confirmed bysupplier prior tomanufacture.
Internal finished to be confirmed byclient
Floor to be brokendown to allow forproposed fouldrainage run. Tbcon site by principalcontractor
Warm deck roof. Refer to spotdetails
Existing walls to bereplaced wherenecessary Skim tofinish
MF SUSPENDED CEILINGCASOLINE MF CEILING SUSPENDED ATTACHEDTO EXISTING FLOOR STRUCTURE WITHMINIMUM OF 250MM CAVITY WITH 100MMISOVER SPACESAVER READY-CUT IN CAVITY.TO BE CONFIRMED ON SITE BY PRINCIPALCONTRACTOR
1NO. LAYER OF 12.5 MM GYPROC FIRELINEBOARD TO BE APPLIED TO UNDERSIDE ANDSKIM TO FINISH TO ALLOW FOR 30 MINUTECOMPARTMENTATION
REFER TO C06.S02.P03 / P04 . TO BE INSTALLEDAS PER MANUFACTURER'SRECOMMENDATIONS
MINIMUM 2.4M HEADROOM TO ALL ROOMS
36 CRS; +3060 UNDERSIDE OF COPING
MIN 33 CRS; +2820 FINISHED FLAT ROOF LEVEL
EXISTING BRICK EXISTING BLUE BRICKNEW BRICKWALL.
BRICKS TO CLOSELYMATCH EXISTING SLATE ROOF TILES
FFL
EXISTING SLATE ROOF
STONE COPING TOMATCH FRONT
ELEVATION
3390
[11'
-1"]
W 01
W 02W 03
D 04FD 20
W 11
BLUE BRICKTO CLOSELY
MATCHEXISTING
BRICK TOCLOSELY
MATCHEXISTING
STONEFEATURE TO
CLOSELYMATCH
EXISTING
STONEBANDING
EXISTING BLUEBRICK
EXISTINGBRICK
WHITEALUMINIUM
BI-FOLD DOOR
FFL
STONE COPING TOMATCH FRONT
ELEVATION
3400
[11'
-2"]
2662
[8'-9
"]
4080
[13'
-5"]
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
W 03 W 04
D 01FD 20
W 12
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
Existing RWP to be trimmed andcapped to serve proposedconstruction. Existing RWP todispose on proposed monopitchedroof.
FFL
EXISTING STONEFEATURE
EXISTNGFACING BRICK
EXISTINGBLUE BRICK
EXISTING SLATEROOF
W 10
W 01
EXISTING WALLCONSTRUCTION
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM
150MM TO CREATEUPSTAND. FINISH TO LAP
INTO MORTAR LINE.
EPDM ROOF FINISH
18MM PLYWOODDECK
CELOTEX TD4000 ORSIMILAR APPROVED
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
220
[9"]
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
APPROPRIATEVAPOURBARRIER
/ DPM
2 No. 13MMPLASTERBOARDSKIM TO FINISH
130
[5"]
WALLPLATE
'CELCON 'BLOCKWORK INNER LEAF
FLAT ROOF TIMBER JOISTSC16 47X220MM @ 400C/C.REFER TO TRADA TABLES.
GALVANISED MILD STEELJOIST HANGER BUILTINTO HORIZONTAL JOINTOF BRICKWORKOR APPROPRIATELYSECURED WALLPLATE
CELOTEX TD4000 ORSIMILAR APPROVED
APPROPRIATEVAPOURBARRIER/ DPM
EPDM ROOFFINISH
18MM PLYWOODDECK
EPDM ROOF FINISH TO BELAPPED UP WALL MINIMUM150MM TO CREATEUPSTAND. FINISH TO LAPINTO MORTAR LINE.
220
[9"]
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
CAVITY CLOSER
130
[5"]
2 No. 13MMPLASTERBOARDSKIM TO FINISH
LOOSE INSULATIONABOVE THE CAVITYCLOSER
FEATURE COPING TOCLOSELY MATCH FRONTELEVATION
STONE STRING TO CLOSELYMATCH FRONT ELEVATION
DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
GL
FFL
LEAN MIX CONCRETEBELOW DPC & GL
SEMI-ENGINEERINGBRICKS BELOW DPC
'CELCON 'BLOCKWORK INNER LEAF
13mm PLASTERBOARDON ADHESIVE DABS TO
GIVE OVERALL U-VALUEOF 0.29W/msqK
1200G POLYTHENE DAMPPROOF MEMBRANE LAID
ON 50mm SAND BLINDING.
'KINGSPAN KOOLTHERM K8'CAVITY FILL INSULATION.
70mm SCREED
100mm KINGSPAN K3
50mm SAND
100mm CONCRETE SLAB
MIN 150mm HARDCORE
MIN 150mm
MIN 150mm
FACING BRICKWORK TO CLOSELYMATCH EXISTNG (85MM HIGH)
DPC
CONSTRUCTION NOTES
FOUNDATIONSConcrete strip footings as shown on drawings tobe 600mm wide x 600mm thick Foundations tostart at a of minimum 150mm below existingground level or to a depth determined by LocalAuthority inspections. Minimum grade ofconcrete for strip Foundations to be GEN 3design mix TBC on site with Building Inspector.
(Care must be taken not to undermine anddisturb existing foundations)
DRAINAGEDrains beneath buildings to be protected asbelow and to Local Authority approval.Where drainage pipes pass through wall provide
Concrete lintels to each leaf of wall overpipes.length of pipe bedded in wall joints tobe within 150mm of either wall face, with600mm maximum length rocker pipe eitherside. All pipes to have flexible joints.
Underground drainage systems to beKitemarked 110 and 160mm diameterPVC-U extrusion drainpipes and fittings toBS 4660: 1989 and BS EN 1401-1: 1998and installed in accordance with BS 5955:part 6: 1980 BS 8301: 1995
ALL DRAINAGE RUNS AND INVERTS TO BECHECKED ON SITE. ALL NEWCONNECTIONS TO BE DETERMINED ONSITE AND AGREED BY LOCAL AUTHORITYBUILDING INSPECTOR.
DAMP PROOF COURSE2000T Black polyethylene damp proof course toBS6515 on mortar bed at a minimum 150mmabove finished ground level. 100mm D.P.C. inouter leaf of external cavity wall, 100mm D.P.C.in inner leaf of external wall, party walls andinternal load bearing walls to be continuous withdamp proof membrane. Ensure damp proofcourses do not project into cavities. Joineddamp proof courses to be lapped minimum150mm. Damp proof course to be totallyimperforate and to have superstructure brick andblock work bedded on top surface.
NOTE:
DPC course above finished ground level shouldhave a 'weathered/struck' pointed joint
Cavities to be filled with GEN1/ST2 concrete to225mm below lowest D.P.C. and slopedoutwards. External leaf of cavity wall to be ofsemi-engineering or feature facing brickwork(F.L. quality) for a minimum of 3 No. Coursesbelow D.P.C. to suit finished ground levels.
GROUND FLOOR CONSTRUCTION : -Overall minimum of 150mm well compactedapproved stone filled and blinded with sand.Monarflex or similar approved damp proofmembrane. Membrane shall link with wall dampproof course. 100mm Kingspan or similarinsulation above the DPM. 75mm screed abovethe insulation. Finished floor level to line throughwith existing.
GROUND AND FIRST FLOOR WALLCONSTRUCTION.302mm cavity wall of 100mm blockwork(7.3N/mm2) 'Celcon' or similar approved innerleaf and brickwork outer leaf.100mm Celotexinsulation inbetween sw studding attached towall construction,12.5mm Gyproc plasterboard on dabs taped andskimmed.
Full fill batts should overlap top of perimeterinsulation by at least 150mm. Terminate partialfill insulation 250mm above top of roof insulationin gables. Air movement at rear of dry lining is tobe limited by sealing of gaps between masonrywalls and openings. Continuous dabbing ofplasterboard adhesive is to be applied around alldoor and window openings and room perimetersat ceiling and floor level and vertical walljunctions.
GALVANISED STEEL BEAMSGalvanized steel lintels designed, tested andmanufactured fully in accordance with BS5977,with integral insulation. Minimum bearing oflintels to be 150mm each end. Bearing to beonto complete block.
Refer to drawings for individual Catnic linteltypes and locations.
CAVITY BARRIERSFire stopping barriers will be provided in thefollowing positions: -Separating, party or compartment roof levels - atunderside of roof tiling 60mm mineral fibre quiltlaid over top of wall and tucked down at side oftrussed rafters before felt and battens. 60mmquilt cut to size and laid between battens fromeaves to ridge.
VERTICAL BARRIERSJunctions of External wall and party walls. Sizedependent on cavity width) Rockwool TCB orsimilar approved sleeves built in to form acontinuous barrier with flanges firmly tacked toblockwork face
EXTERNAL GLAZING AND JOINERYWindow frames to be UPVCwith double glazed
units incorporating 'K' glass.All new glazing to have 16mm air gap toachieve a maximumu-value of 1.6
SAFETY GLAZINGAny glazing in windows upto a height of 800mmand doors up to a height of 1500mm above floorlevel to be safety glazing to 6206 :1981
VENTILATIONWindows, whether used singly or in combination,to provide minimum opening lights equal to onetwentieth (5%) of floor area of room served and toprovide 4000 sq.mm. minimum of backgroundventilation via controlled trickle ventilators inkitchen, bathroom, cloakroom and utility roomwindow or door and 8000 sq.mm. to habitablerooms.
Light FittingsEnergy efficient light fittings are to be installed inlocations shown on the drawings. In accordancewith Approved Document L, (2006) L1A, Section1, which is one energy light fitting per 25m.sq.dwelling floor area or one energy light fitting perevery four fixed light fittings
CAVITY CLOSERSInsulated Approved Cavity closers (min thermalresistance path of 0.42W/mK) to be inserted atjambs and cills at open cavity wall junctions withdoors and windows. The overlap of the frameand cavity closer must be a minimum of30mm.Dpc flange must overlap with the frame.Expanding polyurethane sealing strip(Compriband) to be used between frame headsand undersides of lintels and below cills onlywhere the gap exceeds 5-6mm below whichsilicone adhesive is to be specified. Gyprocsealant to be used around frames internally.
RAINWATER GOODSRainwater gutters and down pipes to bemanufactured in heavy grade pvc U to BS 4576in white to match existing. Gutter to be 112mmhalf round section with 68mm circular drops.Down pipes should be spaced accordingly toavoid overcapacity - check manufacturers roofareas data.
FLASHINGSCode 4 milled lead sheet to BS 1178 in lengthsnot exceeding 1.5m. Step and cover flashingdressed over tiles by at least 150mm and turnedup brickwork at least 150mm. Flashing fixed inposition with lead wedges 25mm minimum intobrickwork joint and pointed (all in accordancewith recommendations made by the LeadDevelopment Association).
MATERIALS AND WORKMANSHIPALL materials and workmanship shall complywith the current edition of the BuildingRegulations, British Standard Codes of practice.All materials shall be fixed, applied or mixed inaccordance with manufacturers' instructions,specifications and B.B.A Certificate. All materialsshall be suitable for their purpose.All electrical installations shall comply with thecurrent IEE Regulations and British Standards.All softwood to be vacuum pressure impregnatedtanalised Vac-Vac,Celcure or otherwisespecified.Softwood for joinery to be to BS1185 Part1.Screws BS 1201.nails to BS 1202.
GENERALDo not scale drawings.All heights, levels, sizes and dimensions to bechecked on site before any work is put in hand.
CAVITY TRAYSFlexible polyethylene cavity trays (to BS.6398)with stop ends formed on site, to be used overwindow and door heads in conjunction with steellintels. The cavity trays to be the same length asthe lintel and be formed between the brickworkand steel angle. Approved proprietary weepholes positioned at 450mm centres inperpendicular joints of brickwork.
WALLS BELOW DAMP PROOF COURSEConcrete blocks for use below dpc should have:a density exceeding 1500kg/m3, or acompressive strengh not less than 7N/mm2.Approved aerated concrete blocks with aminimum density of 650kg/m2.
HEATINGALL NEW ROOMS TO HAVE NEWRADIATORS FITTED. LOCATION OFRADIATORS TO BE CONFIRMED ONSITE. ALL NEW RADIATORS TO BEFITTED WITH THERMOSTATICVALVES.IF NEW BOILER ISREQUIRED DUE TO THE INCREASEDNUMBER OF RADIATORS. THE NEWBOILER TBC WITH PROPRIETARYCONTRACTOR.
ALL ELECTRICAL WORK ISREQUIRED TO ACHIEVE THEREQUIREMENTS OFAPPROVED DOCUMENT PART P(ELECTRICAL SAFETY) ANDMUST BE DESIGNED,INSTALLED , INSPECTED ANDTESTED BY A PERSONCOMPETENT TO DO SO.
ALL APPROPRIATE DESIGN DETAILS ANDBUILDING TECHNIQUES HAVE BEENSPECIFIED.ALL WORK ON SITE MUST BE CARRIEDOUT IN WAYS THAT CAN BE EXPECTEDTO ACHIEVE REASONABLE CONFORMITYWITH THE SPECIFICATION.USE ROBUST DETAILS AS A GUIDE TOPRODUCING GOOD CONSTRUCTIONWORK
All gas work must be carried out by aregistered gas installer, with a valid gascertificate under the codes of practise(A.C.O.P.S) or nationally accreditedcertificate scheme (A.C.S) for individualgas operatives and the relevant BritishStandards.
EXTRA CARE MUST BE TAKEN NOT TOUNDERMINE OR DISTURB EXISTINGFOUNDATIONS OR FOUNDATIONS TONEIGHBOURING PROPERTY.FOUNDATIONS TO BE TAKEN DOWN TO ADEPTH AGREED BY THE LOCALAUTHORITY. NEW FOUNDATIONS INCLOSE PROXIMITY TO TREES ANDHEDGES - THE FOUNDATION DEPTH ANDGROUND FLOOR CONSTRUCTION MUSTBE IN ACCORDANCE WITH NHBCPUBLICATION, CHAPTER 4.2 "BUILDINGNEAR TO TREES"
3400
[11'
-2"]
4080
[13'
-5"]
WHITE HARDWOODWINDOW
STONEBANDING
STONE COPING TOMATCH FRONT
ELEVATION
BRICK TO CLOSELYMATCH EXISTING
FFL
EXISTING SLATE ROOF
ROOF TO BE REPLACEDROOF TILES TO CLOSELY
MATCH EXISTING
W 05 W 06
W 08
W 09W 07
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -170 EX GL
25 CRS ; +2100 MIN.DOORHEIGHTMIN 28 CRS; +2400 CEILING JOIST LEVEL
10CRS
20CRS
30CRS
40CRS
38 CRS; +3230 TOP PARAPET WALL36 CRS; +3060 UNDERSIDE OF COPING33 CRS; +2820 FINISHED FLAT ROOF LEVEL
Courses based on 85mm heightbrickwork as per existing. TBCon site by principal contractor
W 13
WHITE HARDWOODWINDOW
38x120 C16 at 400mmcentres joists to serveproposed monopitched roofProposed ceiling joists toconnect to proposed steel.Connection detail tbc on site.Ceiling level to linethroughout
38x125 C16 at 400mmcentres rafters to serveproposed monopitched roof
Finished floor level to line through with existing.Floor finish TBC by client
Proposed foundations to appropriately tiein to existing. TBC with proprietarycontractor.DEPTH OF FOOTINGS TO NEW WALLSTO BE AGREED BY BUILDING INSPECTOR.
Blue engineering brick below DPC.Min 150mm off the ground level.
Floor to be dug out on site to allow forflush finish floor level. Levels TBC onsite prior to construction.
2459
[8'-1
"]
2765
[9'-1
"]
double up joists at each sideS 01 A
Existing monopitched roof to bereplaced where necessary. Tbc onsite by principal contractor.Monopitched roof to come overproposed extension where shown.Refer to elevation
29.6
°
S 01 B
Blue engineering brick belowDPC. Min 150mm off theground level.
0.00 GF FFL - DPC LEVEL-2 CRS; -150 EX GL
28 CRS ; +2100 MIN.DOORHEIGHT
Courses based on 75mm height brickwork as per existingextension. TBC on site by principal contractorFloor to be dug out on site to allow for flush finishfloor level. Levels TBC on site prior to construction.
10CRS
20CRS
30CRS
40CRS
Existing chimneyto be removed. S.Eto confirmadequate support/structure forremaining breast.Specification to beconfirmed prior toremoval.
+3600 WALL PLATE
2 No. Rolls rockwool thermalinsulation 100mm or similarapproved to be laid perpendicular toone another. Insulation to provideappropriate U-value as perapproved document
31 CRS ; +2325 EAVES33 CRS ; +2475 WALL PLATE
Drawn : Checked :
Date :
Scale :
Ref :
Sheet Title :
Client:
Project:
Architecture | Project Management | Design & Planning Consultants
Design Studio Architects Ltd1B Salisbury Road
Upper New WalkLeicester LE1 7QR
Tel: 0116 251 0606Email: [email protected]
Web: www.designstudioarchitects.co.uk
Building Regulation Information
DSA-15183-BR-SEC-01
Various @ A1
04-03-2016
T.H R.P
Total Site Area - 318 SqmExisting Ground Floor Print - 93 SqmExisting First Floor - 43 Sqm
Proposed Ground Floor Print - 115 SqmProposed First Floor - 43Sqm
Total Sqm increase Ground Floor - 22 SqmTotal Sqm increase First Floor - 00 Sqm
Notes:Red Line = Site BoundaryBlue Line = Applicant Owned Site
North
Revision: X - 000016 - XX - XXXXXX
THIS DRAWING IS ISSUED FOR THE SOLE AND EXCLUSIVE USE OF THE NAMEDRECIPIENT. DISTRIBUTION TO ANY THIRD PARTY IS ON THE STRICT UNDERSTANDINGTHAT NO LIABILITY IS ACCEPTED BY DESIGN STUDIO ARCHITECTS LTD FOR ANYDISCREPANCIES, ERRORS OR OMISSIONS THAT MAY BE PRESENT AND NO GUARANTEEIS OFFERED AS TO THE ACCURACY OF THE INFORMATION SHOWN.THIS DRAWING IS FOR REFERENCE ONLY. PLEASE REPORT ANY DISCREPANCIES TOTHE DESIGNER BEFORE ANY WORKS COMMENCE.ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORKS COMMENCE.DESIGN STUDIO ARCHITECTS LTD. 2013 _ COPYRIGHT RESERVED.
PROPOSED FRONT ELELVATIONSCALE 1/100
PROPOSED SIDE ELELVATIONSCALE 1/100
PROPOSED SIDE ELEVATIONSCALE 1/100
PROPOSED REAR ELELVATIONSCALE 1/100
15183 - East Lodge, Hine Park, Gypsy Lane
Mr Kullar
PROPOSED SECTION A-ASCALE 1/50
EXISTING WALL TO FLAT ROOF DETAILSCALE 1/10
FLAT ROOF DETAILSCALE 1/10
EXTERNAL WALL TO FLOOR DETAILSCALE 1/10
PROPOSED SECTION B-BSCALE 1/50
ARCHITECTURE
LOCATION: Chicago, USA TYPE: Professional , Group workGROUP: Tsvetan Hristov , Aisha PrestonDATE: December ‘15 - January ‘16SUPERVISOR: Ryan Pritchard (DSA)E:[email protected]
Tiny Homes Module
A B
A B
Study area
Bedroom
Sky light
Mezzanine/Roof plan 1:100A B
Vertical bike rack
Bathroom
Kitchen
Dining area
A B
Ground floor plan 1:100
Kitchen
Study area
Section A-A 1:100
Under-stair storage space
Entrance
Section B-B 1:100
Outer exterior view
INTRO: The design of the Tiny Homes module has been created to provide solution for young homeless individuals. The module aims not only to provide a warm bed at night for the youths, but to also create a home which they can make their own whilst giving them some of the necessities many youths have access to today.
Overall interior view from the stairs Kitchen and dining
LOCATION: Durban, South Africa TYPE: Personal , Group workGROUP: Tsvetan Hristov , Vlassis NtaouliasDATE: July - August ‘15
INTRO: This is an entry proposal for an international competition aiming to explore the innovative use of wood as structural material for building residential highrises.The entry proposal to this competition faces the main challenges of building tall with wood and designing for hot and humid climate.
Isihlangu (Warshield) Towers
2280 m² 10 000 m²
Facade and aesteticsMixed use space and carpark
Courtyard and green roof
Passive strategiesResidential VolumeSite Area
North east facade
ARCHITECTURE
Detail section
December 21 12:00
June 21st 12:00
Cross ventilation
Cross Section with environmetal strategies
+ 9000 m
+ 1500 m
LOCATION: Lincoln, United KingdomTYPE: Academic , IndividualLEVEL: Final year projectDATE: October ‘13 - May ‘14SUPERVISOR: Manos Zaroukas (LSA) E:[email protected]
INTRO: The library project aims to show a new conception of networked global and how the activity of distributing knowledge can be situated in a new building that only by a convention can be called library. The main intention for the design of the library is to restore people’s lost interest in religion.
Lincoln Religious Library
"Libraries are the most im-portant public buildings, like cathedrals were many years ago" Francine Houben (Mecanoo)
ARCHITECTURE
1:1000 Location plan
Library Long Section (Originally at 1:50)
3D Massing strategy from spatial network
1. Lecture room 2. Special collections exhibition 3. Rare books & manuscripts exhibition 4. Mechanical plant room 5. Storage
6. Administration & Staff lounge 7. Entrance & Lobby 8. Reception 9. Communal area & Circulation desk10. Café
Spatial Organisation11. Seating area12. WC13. IT suite14. Main library space15. Reading rooms
ARCHITECTURE
Physical Massing Model
Rhino 3D modelPhysical volume model in development
ARCHITECTURE
Primary carbon fiber structure
Example of wall constructionSouth facade of the library in context
Main entrance at night
Initial architect’s sketch
Light coming from insideTimber cladding
Add foliage
Extra lights
VISUALISATONS
LOCATION: Bogotá, ColumbiaTYPE: Professional , GroupARCHITECT: NTD - Nature Tecture DesignDATE: December ‘14
Auditorio Pompilio
INTRO: The project is an entry to a public competition for a small auditorium and restaurant for a school in De Cajíca ,Bogotá.
ROLE: Production of presentation standard visualisation including lighting layout and genuine materials.
COMPUTATIONAL DESIGN
LOCATION: Istanbul, TurkeyARCHITECT: Zaha Hadid ArchitectsTYPE: Personal researchDATE: May ‘15 - Ongoing
INTRO: I undertook this project to learn about parametric systems in urban design. My goal was to recreate the Kartal Pendik Masterplan and understand the principles behind it. My expectations were not to create exact copy, but to start thinking in a linear logical way despite the nature of the project.
Study of Kartal Pendik masterplan
Wool-thread simulation sequence
Direct road connections for the given site within preset parameters Road connections after the use of the wool-thread model definition Deformed grid