1

1

8

7

7

1

0

1

1

PINEWOOD GREEN

94

106

1

11

5

8

2

8

9

102

990

2480

3140

25

60

72

50

3275

UP

25

70

21

30

13

59

2189

E N T R A N C E

Garage

Dining

Lounge

Hall

Kitchen

w.c

Conservatory

106

Proposed

extension

area

102

PINEWOOD GREEN

5000

Revisions

ALL CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE BEFORE PREPARING PRODUCTION DRAWINGS OR

COMMENCING ANY WORK. THIS DRAWING AND ITS DESIGN IS THE COPYRIGHT OF BHARYA DBC LTD ONLY. AND

MAY NOT BE REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THEIR PRIOR EXPRESS WRITTEN CONSENT.

A2

Construction

Scale

Preliminary

Date

Job title

DrawnClient

Drawing No.

Drawing title

Proposed single storey side, front

& rear extension

DsBApril 2021 1:1250, 1:500, 1:100,

1:50 @ A2

Existing Location,Site,

& Floor Plans

BDBC/21/17 - 01

Mrs H Kaur

P L A N N I N G / B U I L D I N G R E G S

DRAWINGS AND LAYOUT IS INDICATIVE ONLY ALL DIMENSIONS AND DRAINAGE TO BE CHECKED ON SITE BY CLIENTS APPOINTED CONTRACTORS

BUILDING INSPECTOR MUST CALLED OUT TO INSPECT THE BUILDING WORK IN STAGES. ALL STRUCTURAL DESIGN TO BE DESIGN BY STRUCTURAL

ENGINEER. ALL WORKS ARE DONE AT YOUR OWN RISK RELEVANT PERMISSIONS I IN PLACE. ALL WORKS ON OR WITHIN A 3 MTR ZONE OF A

NEIGHBORING BOUNDARY ARE TO BE NOTIFIED 14 DAYS BEFORE COMMENCEMENT ON SITE IN ACCORDANCE WITH THE PARTY WALL ACT 1996.

A L L D I M E N S I O N S T O B E C H E C K E D O N S I T E

EXISTING LOCATION PLAN SCALE 1:1250

PROPOSED SITE PLAN SCALE 1:500

BHARYA DBC LTD .

A R C H I T E C T U R A L , B U I L D I N G &

C I V I L E N G I N E E R I N G C O N S U L T A N T S

BHARYA DESIGN & BUILD CONSULTANCY LTD.

BHARYA DBC LTD.

76 Poplar Avenue

Edgbaston

Birmingham - B17 8ES

Tel./Fax : 0121 429 6631

Mob. 0 7 9 6 8 0 6 4 4 1 3

Web : www.bharya.co.uk

e-mail : info@bharya.co.uk

02m 2m 4m 6m 8m 10m

1:100 -

0 50m25m25m 75m 100m

1:1250 -

0 1m 2m 3m 4m 5m1m

1:50 -

010m 10m 20m 30m 40m 50m

1:500 -

EXISTING GROUND FLOOR PLAN SCALE 1:50

EXISTING FRONT ELEVATION SCALE 1:100

102

PINEWOOD

GREEN

EXISTING REAR ELEVATION SCALE 1:100

EXISTING SIDE ELEVATION SCALE 1:100

DRAWINGS AND LAYOUT IS INDICATIVE ONLY ALL DIMENSIONS AND

DRAINAGE TO BE CHECKED ON SITE BY CLIENTS APPOINTED CONTRACTORS

BUILDING INSPECTOR MUST CALLED OUT TO INSPECT THE BUILDING WORK

IN STAGES. ALL STRUCTUTRUAL DESIGN TO BE DESIGN BY STRUCTURAL

ENGINEER. ALL WORKS ARE DONE AT YOUR OWN RISK RELEVANT

PERMISSIONS I IN PLACE. ALL WORKS ON OR WITHIN A 3 MTR ZONE OF A

NEIGHBORING BOUNDARY ARE TO BE NOTIFIED 14 DAYS BEFORE

COMMENCEMENT ON SITE IN ACCORDANCE WITH THE PARTY WALL ACT 1996.

A L L D I M E N S I O N S T O

B E C H E C K E D O N S I T E

7250

3275

UP

1420

E N T R A N C E

Dining

Lounge

Hall

Kitchen

5000

3195

Utility

Room

Reception

Room

4700

8570

7971

Beam 1 - All Structural steel

design and calculations to

be designed by St. Engineer

BEAM - 1 203 x 203 x 56 UB - 220mm bearing

min. 330mm long x 140mmhigh Pad stones.

BEAM - 2

203 x 102 x 30 UB

220mm bearing min.

330mm long x 140mm

high Pad stones & to sit on

top of Beam-1

700 6569

703

401

1004

1144

6228

1200

HD

Kitchen Layout Indicative

only, to be designed by

specialist.

PROPOSED EXTENSION

AREA - 56.8 m²

1000

4289

1752436 190

2824

5097

5000

473 2438511

1122457

13407

2873

1002

2872

900

1004

4758

1990

2050

SPECIFICATIONS

FOUNDATIONS (WHERE SHOWN)

1) GROUND BEARING PRESSURE -

SHALL BE TAKEN AS MIN 75.00 KN/M2

(UNLESS SPECIFICALLY OTHERWISE IN

TEXT/CALCULATIONS)

2) FOUNDATIONS - SHALL BE TO SIZE

SPECIFIED IN

TEXT/DRAWINGS/SKETCHES AND MIN

1000MM BELOW EXTERNAL GROUND

LEVEL (OR AS DIRECTED BY THE

BUILDING INSPECTOR).

3) INTERSECTNG DRAINS - DEPTH OF

FOUNDATIONS SHALL BE LOCALLY

EXTENDED TO MIN 150MM BELOW THE

INVERT LEVEL EITHER SIDE OF THE

DRAIN(S). BRIDGE WITH CONCRETE

LINTEL ALL

4) EXCAVATIONS - SHALL HAVE

VERTICAL SIDES/LEVEL

BOTTOMS/DEBRIS/WATER REMOVED

4) CONCRETING - SHALL BE FILLING

WITH MIN 600MM C30 CONCRETE LIGHTLY

VIBRATED DURING POURING.

STEELWORK (WHERE SPECIFIED)

1) COLUMNS/PIERS/FOUNDATIONS -

SHALL BE FORMED PRIOR TO

POSITIONING BEAMS.

2) FLANGE PLATES - SHALL BE MIN

5MS PLATE 10CFW TO TOP/BTM AND

EQUALLY DRILLED TO RECEIVE 4 x M16

BOLTS FROM EACH END PLATE (UNLESS

SPECIFICALLY STATED OTHERWISW IN

TEXT/DRAWINGS/SKETCHES).

3) END PLATES - SHALL BE MIN 5MS

INDIVIDUAL PLATE 10CFW TO END OF

EACH UKB/UKC SECTION AND BOLTED TO

FLANGE PLATES WITH 4 x M16 BOLTS

FULLY TIGHTENED.

4) DOUBLE/TREBLE BEAMS - SHALL

BE BOLTED TOGETHER/STAGGERED AND

FULLY TIGHTENED AS THE BEAMS ARE

INSTALLED USING M16 BOLTS/THREADED

BARS IN STEEL TUBE SPACERS CUT TO

LENGTH ON SITE @ MAX 600MM C/S

COMMENCING ADJACENT TO EACH

BEARING.

5) BEAM/BEAM/ COLUMN

CONNECTIONS - SHALL BE DECIDED BY

THE STEELWORK SUPPLIER IN

ACCORDANCE WITH THE BCSA/TATA

'SIMPLE JOINTS TO EUROCODE 3' (THE

GREEN BOOK) USING MIN 5MS PLATES,

10CFW AND/OR MIN 4NO M16

BOLTS/CONNECTION FULLY TIGHTENED

DURING INSTALLATION (UNLESS

SPECIFICALLY STATED OTHERWISW IN

TEXT/DRAWINGS/SKETCHES).

6) SOFFIT PLATES - SHALL BE

CONTINU0US 8MS PLATE PROJECT NO

MORE THAN 200MM BEYOND THE

FLANGE/FACE.OF THE UKB/RHS AND

WELDED BOTH SIDES OF BTM FLANGE

USING 300MM 8CFW EVERY ALTERNATE

300MM

7) GAPS - BEAM/MASONRY - SHALL BE

RAMMED WITH 3:1 SHARP SAND/CEMENT

DRY PACK OR BUILT UP IN BRICKWORK.

8) GAPS - BEAMS/TIMBER

FLOORS/ROOF - SHALL BE BUILT UP WITH

TIMBER BLOCKING.

W.C

840

1990

2573

BEAM - 3 203 x 203 x 30 UB

220mm bearing min.

330mm long x 140mm

high Pad stones

All Structural steel

design and calculations to

be designed by St. Engineer

BEAM - 3 203 x 203 x 30 UB

220mm bearing min.

330mm long x 140mm

high Pad stones

BEAM - 4

6569 1007

Class B engineering

brickwork

Brickwork to

match existing

New bio-fold aluminum

doors, double glazed

'K' glass & trickle vent.

Brickwork to

match existing

Roof tiles to match

existing

Warm deck flat roof

with roof Lantern.

Class B engineering

brickwork

Brickwork to

match existing

New bio-fold aluminum

doors, double glazed

'K' glass & trickle vent.

Velux roof lightVelux roof light

Warm deck flat roof

with roof Lantern.

Class B engineering

brickwork

Brickwork to

match existing

New double glazed

windows 'K' glass &

trickle vent.

Roof tiles to match existing

A1

02m 2m 4m 6m 8m 10m

1:100 -

0 50m25m25m 75m 100m 125m

1:1250 -

0 1m 2m 3m 4m 5m1m

1:50 -

010m 10m 20m 30m 40m 50m

1:500 -

Revisions

ALL CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE BEFORE PREPARING PRODUCTION DRAWINGS OR

COMMENCING ANY WORK. THIS DRAWING AND ITS DESIGN IS THE COPYRIGHT OF BHARYA DBC LTD ONLY. AND

MAY NOT BE REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THEIR PRIOR EXPRESS WRITTEN CONSENT.

Construction

Scale

Preliminary

Date

Job title

DrawnClient

Drawing No.

Drawing title

DsB 1:50 @ A1Proposed floor plans &

Elevations

P L A N N I N G / B U I L D I N G R E G S

DRAWINGS AND LAYOUT IS INDICATIVE ONLY ALL DIMENSIONS AND DRAINAGE TO BE CHECKED ON SITE BY CLIENTS APPOINTED CONTRACTORS

BUILDING INSPECTOR MUST CALLED OUT TO INSPECT THE BUILDING WORK IN STAGES. ALL STRUCTURAL DESIGN TO BE DESIGN BY STRUCTURAL

ENGINEER. ALL WORKS ARE DONE AT YOUR OWN RISK RELEVANT PERMISSIONS I IN PLACE. ALL WORKS ON OR WITHIN A 3 MTR ZONE OF A

NEIGHBORING BOUNDARY ARE TO BE NOTIFIED 14 DAYS BEFORE COMMENCEMENT ON SITE IN ACCORDANCE WITH THE PARTY WALL ACT 1996.

A L L D I M E N S I O N S T O B E C H E C K E D O N S I T E

BHARYA DBC LTD .

A R C H I T E C T U R A L , B U I L D I N G &

C I V I L E N G I N E E R I N G C O N S U L T A N T S

BHARYA DESIGN & BUILD CONSULTANCY LTD.

BHARYA DBC LTD.

76 Poplar Avenue

Edgbaston

Birmingham - B17 8ES

Tel./Fax : 0121 429 6631

Mob. 0 7 9 6 8 0 6 4 4 1 3

Web : www.bharya.co.uk

e-mail : info@bharya.co.uk

Proposed single storey side, rear

& front extension

April 2021

BDBC/21/17 - 02 A

Mrs H Kaur

102

PINEWOOD

GREEN

PROPOSED FRONT ELEVATION SCALE 1:50PROPOSED REAR ELEVATION SCALE 1:50

PROPOSED SIDE ELEVATION SCALE 1:50

PROPOSED GROUND FLOOR SCALE 1:50

DRAWINGS AND LAYOUT IS INDICATIVE ONLY ALL DIMENSIONS AND DRAINAGE TO BE CHECKED ON SITE BY CLIENTS APPOINTED CONTRACTORS BUILDING INSPECTOR MUST CALLED OUT TO INSPECT

THE BUILDING WORK IN STAGES. ALL STRUCTUTRUAL DESIGN TO BE DESIGN BY STRUCTURAL ENGINEER. ALL WORKS ARE DONE AT YOUR OWN RISK RELEVANT PERMISSIONS I IN PLACE. ALL WORKS

ON OR WITHIN A 3 MTR ZONE OF A NEIGHBORING BOUNDARY ARE TO BE NOTIFIED 14 DAYS BEFORE COMMENCEMENT ON SITE IN ACCORDANCE WITH THE PARTY WALL ACT 1996.

A L L D I M E N S I O N S T O B E C H E C K E D O N S I T E

PROPOSED GROUND FLOOR EXTENSION AREA - 65.8m²

EXISTING GROUND FLOOR ALTERATION - AREA - 19.5m²

TOTAL WORK AREA - 85.3 m²

EXISTING ROOF PLAN SCALE 1:100 PROPOSED ROOF PLAN SCALE 1:100