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TSVETAN HRISTOV ARCHITECTURAL PORTFOLIO

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Page 1: tshristov.files.wordpress.com · Architectural Assistant Tsvetan Hristov CURRICULUM VITAE Personal info and contact details Date of Birth: Nationality: Languages: Mobile: Email: Address:

TSVETANHRISTOVARCHITECTURAL PORTFOLIO

Page 2: tshristov.files.wordpress.com · Architectural Assistant Tsvetan Hristov CURRICULUM VITAE Personal info and contact details Date of Birth: Nationality: Languages: Mobile: Email: Address:

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)

Page 3: tshristov.files.wordpress.com · Architectural Assistant Tsvetan Hristov CURRICULUM VITAE Personal info and contact details Date of Birth: Nationality: Languages: Mobile: Email: Address:

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

Page 4: tshristov.files.wordpress.com · Architectural Assistant Tsvetan Hristov CURRICULUM VITAE Personal info and contact details Date of Birth: Nationality: Languages: Mobile: Email: Address:

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

Page 5: tshristov.files.wordpress.com · Architectural Assistant Tsvetan Hristov CURRICULUM VITAE Personal info and contact details Date of Birth: Nationality: Languages: Mobile: Email: Address:

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

Page 6: tshristov.files.wordpress.com · Architectural Assistant Tsvetan Hristov CURRICULUM VITAE Personal info and contact details Date of Birth: Nationality: Languages: Mobile: Email: Address:

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

Page 7: tshristov.files.wordpress.com · Architectural Assistant Tsvetan Hristov CURRICULUM VITAE Personal info and contact details Date of Birth: Nationality: Languages: Mobile: Email: Address:

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

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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)

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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

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ARCHITECTURE

Primary carbon fiber structure

Example of wall constructionSouth facade of the library in context

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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.

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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