Building Regs Set Example by Designlabs London

1 AP-DR-P0-XX-53

200

SCALE 1: 25

400

600

800 1000 mm

Room

Dining Room Kitchen

Garage

Living Room Hallway

Porch

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

0.0 Existing Ground Floor 1 : 25

PL.E.00 Existing Ground Floor Plan

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P0-00-01

10/24/20

Rev :

DESIGNLABS LONDON ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com © THIS DRAWING IS THE COPYRIGHT OF DESIGNLABS LONDON LTD. It shall not be in any way used or reproduced or construct without their prior written consent. All dimensions are to be checked on site by client or contractor prior to commencing any work. Work only to figured dimensions. Any discrepancies are to be reported to the DLL in writing and DLL shall not take responsiblity for site failing to inform discrepancies.

1 AP-DR-P0-XX-53

200

SCALE 1: 25

400

600

800 1000 mm

Bedroom

Room

Bedroom

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

0.1 Existing First Floor 1 : 25

PL.E.01 Existing First Floor

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P0-01-02

10/24/20

Rev :

1 AP-DR-P0-XX-53

200

SCALE 1: 25

400

600

800 1000 mm

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

0.2 Existing Loft Plan 1 : 25

PL.E.02 Existing Loft Plan

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P0-02-03

10/24/20

Rev :

1 AP-DR-P0-XX-53

200

SCALE 1: 25

400

600

800 1000 mm

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

0.3 Existing Roof Plan 1 : 25

PL.E.03 Existing Roof Plan

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P0-RL-04

10/24/20

Rev :

200

400

600

SCALE 1: 25

800 1000 mm

Roof 9033

Loft 5400

First Floor 2690

Roof 9033 Ground Floor 600

Foundation -600

Existing Front Elevation 1 : 25

Loft 5400

First Floor 2690

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Ground Floor

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P0-XX-50

10/24/20

Rev :

DESIGNLABS LONDON

ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com

Foundation -600

Existing Front & Rear Elevations

Existing Rear Elevation 1 : 25

© THIS DRAWING IS THE COPYRIGHT OF DESIGNLABS LONDON LTD. It shall not be in any way used or reproduced or construct without their prior written consent. All dimensions are to be checked on site by client or contractor prior to commencing any work. Work only to figured dimensions. Any discrepancies are to be reported to the DLL in writing and DLL shall not take responsiblity for site failing to inform discrepancies.

200

Roof

200

400

600

SCALE 1: 25

800 1000 mm

9033

Loft 5400

First Floor 2690

Ground Floor 0

Client : Ahmad and Faiza

Existing RHS Elevation

Foundation

-600

1 : 25

Project : 56 Moat Drive, Harrow HA1

Drawing : Existing RHS Elevations Scale : 1 : 25

Status : Planning

Date : 10/24/20

Dwg No : AP-DR-P0-XX-51

Rev :

200

400

600

SCALE 1: 25

800 1000 mm

Roof 9033

Loft 5400

First Floor 2690

Ground Floor 0

Foundation LHS Elevation Existing

Client : Ahmad and Faiza Project : 56 Moat Drive, Harrow HA1

-600 1 : 25

Drawing : Existing LHS Elevations Scale : 1 : 25

Status : Planning

Date : 11/21/20

Dwg No : AP-DR-P0-XX-52

Rev :

Client :

Ahmad and Faiza

Roof 9033

Loft

2710

5400

First Floor

2690

Ground Floor 0 Foundation -600

Existing Section 1 1 : 50

Project :

56 Moat Drive, Harrow HA1

Drawing :

Existing Section

Scale : 1 : 50

Status : Planning

Date :

Dwg No : AP-DR-P0-XX-53

10/24/20

Rev :

Existing 3D Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Existing 3D

Scale : Date :

Status : Planning 10/24/20

Rev :

Dwg No : AP-DR-P0-XX-55

200

SCALE 1: 25

400

600

800 1000 mm

2 NC-31

1 NC-31

Kitchen

2x 4

Utility

U K C 15 2x

2x 4

U K C 15 2x

W.C.

Cloak Room

UP 8 6

NC-28 7

Stairs

S 80 HS x8 0x 8

5270

Living

Garage 2726

Porch Client : 2483

Project :

1.0 Proposed Ground Floor

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

1 : 25

PL.P.00 Proposed Ground Floor

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P1-00-11

11/14/20

Rev :

DESIGNLABS LONDON ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com 1 NC-28

2 200

NC-31

200

400

600

800 1000 mm

SCALE 1: 25

1 NC-31

B1.00 / UKC254x254x73

Bedroom 3

B1.01 / UKC203x203x71

B1.02 / UKC203x203x46

Family Bathroom

8 NC-28

Bedroom 2

Hallway

B1.05 / UKB203x133x25

B1.03 / UKC203x203x60

B1.06 / UKC203x203x46

B1.04 / UKB203x102x23

Ensuite 589

Master Bedroom

B1.07 / UKC203x203x46

Dresser

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

1.1 Proposed First Floor 1 : 25

1 NC-28

PL.P.01 Proposed First Floor

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P1-01-12

11/14/20

Rev :

200

400

600

SCALE 1: 25

800 1000 mm

B2.01 / UKB203x133x25

S 60 HS x6 0x 5

B2.02 / UKC203x203x46

Ensuite

8 NC-28

S 60 HS x6 0x 5

Bedroom

B2.03 / UKB203x133x25

B2.04 / UKB203x133x25

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

1.3 Proposed Loft Plan 1 : 25

1 NC-28

PL.P.02 Proposed Loft Plan

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P1-02-13

11/20/20

Rev :

200

SCALE 1: 25

400

600

800 1000 mm

8 NC-28

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P1-RL-14

11/14/20

Rev :

DESIGNLABS LONDON

1.4 Proposed Roof Plan 1

1 : 25

PL.P.04 Proposed Roof Plan

NC-28

ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com © THIS DRAWING IS THE COPYRIGHT OF DESIGNLABS LONDON LTD. It shall not be in any way used or reproduced or construct without their prior written consent. All dimensions are to be checked on site by client or contractor prior to commencing any work. Work only to figured dimensions. Any discrepancies are to be reported to the DLL in writing and DLL shall not take responsiblity for site failing to inform discrepancies.

200

SCALE 1: 25

400

600

800 1000 mm

Roof 9033

Loft 5400

First Floor 2690

Ground Floor 0

Roof 9033

Proposed Front Elevation

Foundation

-600

1 : 25

Loft 5400

First Floor 2690

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Proposed Front & Rear Elevations

Scale : 1 : 25

Status : Planning

Date :

Dwg No : AP-DR-P1-XX-60

11/14/20

Rev :

DESIGNLABS LONDON Ground Floor

Proposed Rear Elevation 1 : 25

ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com

Foundation

-600

200

400

600

800 1000 mm

SCALE 1: 25

Roof 9033

Loft 5400

First Floor 2690

Ground Floor 0

Client : Ahmad and Faiza

Proposed LHS Elevation

Project : 56 Moat Drive, Harrow HA1

Foundation -600

1 : 25 Drawing : Proposed LHS Elevations Scale : 1 : 25

Status : Planning

Date : 11/14/20

Dwg No : AP-DR-P1-XX-61

Rev :

200

400

600

800 1000 mm

SCALE 1: 25

Roof 9033

Loft 5400

First Floor 2690

Ground Floor 0

Foundation -600

Proposed RHS Elevation 1 : 25

Client : Ahmad and Faiza Project : 56 Moat Drive, Harrow HA1

Drawing : Proposed RHS Elevations Scale : 1 : 25

Status : Planning

Date : 11/21/20

Dwg No : AP-DR-P1-XX-62

Rev :

Proposed 3D

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Proposed 3D

Scale : Date :

Status : Planning 11/15/20

Rev :

Dwg No : AP-DR-P1-XX-65

Client : Ahmad and Faiza Project : 56 Moat Drive, Harrow HA1

Drawing : Proposed Ground Floor

Isometric Scale :

Status : Planning

Date : 11/21/20

Dwg No : AP-DR-P1-XX-66

Rev :

DESIGNLABS LONDON

Proposed Ground Floor Isometric

Proposed Loft Floor Isometric

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Proposed First & Loft Floor Isometrics

Scale :

Proposed First Floor Isometric

Date :

Status : Planning 11/21/20

Rev :

Dwg No : AP-DR-P1-XX-67

3D View 1

3D View 2

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

3d Views

Scale : Date :

Status : Planning 11/21/20

Rev :

Dwg No : AP-DR-P1-XX-68

Main House Isometrics

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Main House Isometrics

Scale : Date :

Status : Planning 12/16/20

Rev :

Dwg No : AP-DR-P1-XX-69

149

943

4793

2/ 140x100mm Prestressed concrete lintel

NC-31

300

100

600

100

300

8194

1 NC-31

Kitchen

100

6000

100

600 290 310 600

100 90

100

2205

310 1000x 1000x500mm deep Concrete Pad Foundation

1000x 1000x500mm deep Concrete Pad Foundation

500 500

1000

Utility

W.C.

Cover Exposed Column with 2x12.5 Plasterboard

3718

15525

1000

Cloak Room

Living 2 ST-DR-P1-XX-21 8

1000 500

1000

984

500

1559

500

1000x 1000x1000mm deep Concrete Pad Foundation

500

NC-28

Garage

755

1398

600

600 300 300

884

699 600

300 300

300

Client :

ST-DR-P1-XX-21

Project :

4418 4633

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

ST-DR-P1-XX-20

Foundation Details

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-20

12/16/20

Rev :

DESIGNLABS LONDON 1

Foundation 1 : 25

NC-28

149

941

4795

8194

NC-31

799

6080

686

314 314

290

314

DG01 TypeA

4494

NC-31

6000

5686

Kitchen

1 614 100 100

800

100

786

1116

DG04 TypeD

Utility

1851

W.C.

DG04 TypeE

842

1070

100

253

1851 15340

842

1563

375

DG05 TypeE

268

Cloak Room 1851

170

100

8 Stairs 10 11 12 13 14 9

1776

1851

5217

Living

1125

842

815

4993

850

118

NC-28

225

1125

800

867

818

DG06 TypeE

Garage

2597

141

910 ?

230

699

DG07 TypeF

DG02 TypeB

DG03 TypeC

Client : Project :

4418

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Ground Floor Setting out Plan

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-21

12/16/20

Rev :

DESIGNLABS LONDON

01 -Proposed Ground Floor setting out plan 1 : 25

1 NC-28

149

943

4793

5594 1401

2170

1503

206 206

314

W01 TypeA

2841

2205

1975

2181

206

Bedroom 3

2 790

100

3466

962

1035

DF01 TypeG

DF02 TypeH

100

1447

Bedroom 2

129 1125

803

818 8

2360

Hallway

828

984

DF03 TypeE

219

1850

NC-28

10 11 12 13

1125

100

815

DF04 TypeE

3421

842

2664

813

Master Bedroom

755

1208

1559

Ensuite

888

764

2741

220

9922 100

600

3718

Family Bathroom W02 TypeB

231

3337 1618

558

1851

DF05 TypeE

Dresser

314

842

206

1398

1062

W03 TypeC

2165 Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

01 -Proposed First Floor setting out plan 1 : 25

1 NC-28

First Floor Setting out Plan

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-22

12/17/20

Rev :

200

400

SCALE 1: 25

149

943

600

800 1000 mm

4793

2205

586

764

1281

3718

1368

2631

764

2632

2927

Ensuite

NC-28

978

800

Bedroom

4 873

1512

1559

100 487

100

984

891

100 400

2631

1596

4488

755

770

1398

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

1 NC-28

Loft Setting out Plan 1 : 25

Loft Setting out Plan

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-23

03/01/21

Rev :

A 149

943

4793

200

SCALE 1: 25

600

800 1000 mm

3633

9033

3590

361

Roof

400

Loft 5400

5200

First Floor

2394

DG02 TypeB

150

Ground Floor

900

DG03 TypeC

2690

1062

669

520

2710

1520

W03 TypeC

600

Foundation -600

Proposed Front Elevation1 1 : 25

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Proposed Front Elevation

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-24

03/01/21

Rev :

4793

943

A 149

361

Roof

902

9033

WL04 TypeD

WL05 TypeD

2688

3633

WL06 TypeD

Loft

1445

2710

5400

W01 TypeA

DG01 TypeA

2440

2690

2778

338

First Floor

5200

800

2170

Ground Floor

600

Foundation -600

Proposed Rear Elevation1 1 : 25

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Proposed Rear Elevation

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-25

03/01/21

Rev :

SCALE 1: 25

3718

WL09 TypeE

W02 TypeB

WL08 TypeE

WL07 TypeE

984

1559

755

1398

200

400

600

1192 800 1000

2290

870

1 : 25

Proposed LHS Elevation1

2205

1100 2778 Foundation

Proposed LHS Elevation

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-26

03/01/21

-600

Drawing :

2690

First Floor

902

361

3633 5400

2710 Loft

2690

2688

9033

56 Moat Drive, Harrow HA1

5200

Project :

Ahmad and Faiza

Ground Floor

2990 Roof

Client :

Rev :

2690

2710

3633

5200

2688 SCALE 1: 25

1 : 25

1398

755

1559

984

Proposed RHS Elevation1

3718

2205

200

400

600

2778

800 1000

600 56 Moat Drive, Harrow HA1 Proposed RHS Elevation1 Status : Planning

Date :

Dwg No : NC-27

03/01/21

Rev :

-600

Scale : 1 : 25

2690

First Floor

5400

Loft

9033

Roof

Drawing :

Foundation

Project :

Ahmad and Faiza

Ground Floor

Client :

7 1398

755

1559

984

3718

1 2205

NOTE: PLEASE NOTE FOLLOWING U-VALUES TO BE ACHIEVED; FLOORS 0.16 WALL 0.28 SLOPING/FLAT ROOF 0.18 WINDOWS 1.6 DOORS 1.8

307

Roof

B2.01 / UKB203x133x25

3326

3633

9033

B2.04 / UKB203x133x25

Bedroom

270

Loft

2440

2710

5400

B1.11 / UKB254x146x31

Dresser Ensuite

B1.01 / UKC203x203x71

Bedroom 2

B1.00 / UKC254x254x73

270

First Floor

NC-28

B1.03 / UKC203x203x60

2420

2690

Living

Kitchen

600

Ground Floor 0 Foundation

7 NC-28

-600

Proposed Section A-A

1 : 50

Breathable membrane Upvc gutter

18mm ply

C 4793

A 149

943

10mm Plastic Facia

Roof 9033

weep hole 10mm Soffit

3751

3633

Cantinic lintel Cavity closer 20mm insulation

B2.02 / UKC203x203x46

Ensuite

Bedroom

270

Loft 5400

Window / Door

28 27 26 25

23 22

2440

2710

24 21

B1.02 / UKC203x203x46

Bedroom 2

1 : 10

20 19

Hallway

Door Head detail

UPVC Door

16 15

FLOOR TYPE G1

13 12 11

Deep section screed

5 4 3

Living

2 1

Room

600

Ground Floor 0 Foundation

886

1350

-600

Edge insulation Slate or galvanized plate tp support localized concrete Drain channel across door way 15

GROUND F.F.L.

8 7

10050 150 100 75

2420

2690

Low level door threshold self adhesive EPDM to prevent water tracking back into building render stop bead 110 94

270

First Floor

Proposed Section B-B 1 : 50

300 Weak Concrete Mix

600

NEW EXTENSION FLOOR

EXISTING FLOOR

New Screed Flooring

Existing Separation layer

New DPM to lap over existing DPM or seperation layer of existing building Cavity Closer

Existing Screed GROUND F.F.L.

Foundation To S.E Details

GROUND F.F.L.

300

300 600

156.4747

Door Threshold

1 : 10

Existing Wall Existing Foundation Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Sections A-A

Scale : As indicated

Status : Planning

Date :

Dwg No : NC-28

12/17/20

Rev :

DESIGNLABS LONDON

Floor Junction Detail 1 : 10

2400

2110

2290 6080

910

Type A

2580

Type B

Type C

800

842

Type D

910

Type E

2100

2110

2100

External Door s

790

Type F

764

Type H

Type G

870

1445

1520

Internal Flush Door

2170

600

Type A

1062

Type B

Type C

Door & Window DiagramLegend 1 : 20

Door Schedule Mark DF13 DF14 DF15 DF16 DG01 DG02 DG03 DG04 DG04 DG05 DG06 DG07 DF01 DF02 DF03 DF04 DF05

Type Mark 53 28 28 28 TypeA TypeB TypeC TypeE TypeD TypeE TypeE TypeF TypeG TypeH TypeE TypeE TypeE

Description

Width

Internal Single Door Internal Single Door Internal Single Door Internal Single Door Internal Single Door Internal Single Door Internal Single Door Internal Single Door

1510 762 762 762 6000 910 2580 842 800 842 842 910 790 764 842 842 842

Height 2110 2032 2032 2032 2250 2110 2400 2100 2100 2100 2100 2110 2100 2100 2100 2100 2100

Level

Comments

Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor First Floor First Floor First Floor First Floor First Floor

Window Schedule Mark W10

Type Mark 44

W11

W12

W13

W14

W01 W02 W03 WL04 WL05 WL06 WL07 WL08 WL09

TypeA TypeB TypeC TypeD TypeD TypeD TypeE TypeE TypeE

Level Ground Floor Ground Floor Ground Floor Ground Floor Ground Floor First Floor First Floor First Floor Loft Loft Loft Loft Loft Loft

Width 928

Height of Window 1152

Sill Height from Finish FLoor

Comments

1000 Client :

1000

1370

740

1000

1370

740

1000

1370

740

928

1152

1000

2170 600 1062 940 940 940 800 800 800

1445 870 1520 1200 1200 1200 1200 1200 1200

800 1100 900

Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Window And Door Shedule

Scale : 1 : 20

Status : Planning

Date :

Dwg No : NC-29

12/17/20

Rev :

Dry lining

Internally line with 52.5mm CelotexFR5040 insulated plasterboard (40mm insulation and 12.5 mm plasterboard)

Skirting Board Plaster board 50mm Isover

Fire insulation Rebated intumescent

MDF Architrave

100 x 50mm C16 grade sw timber studs @ 400mm c/s with 100 x 50mm head and sole plates. Provide double studs at the sides of window openings. Provide 30 x 5mm galvanised steel restraint straps between ceiling/flat roof joist and vertical studs at not more than 2.0m c/s. insulate with 90mm Celotex Fr5090 between the studs.

Hinge to suit weight of door Rebated intumescentl

44mm Thick solid core

Refer to door details for structural opening

Door Lever handle

Push Plate

32mmx100mm frame Fire Insulation strip MDF Architrave

2051

2111 Structural Opening TO Under Side Of Stud

Door Leaf 2044.5

Door set

5mm Acrylic render to BS 5262 on galvanised expanded metal (or Weber MT render on Bluclad Cement Board), on 10mm cement board on 25 x 38mm vertical tanalised softwood tiling battens @ 400c/s on, Tyvek moisture barrier or Siga Majvest stuck to 12mm Superlux fire resisting insulation board (where within 1.0m of a boundary). Or 19mm sheathing plywood on

Typical Internal Door Jamb - Plan

UPVC Window

Window head 1 : 10

1:5

UPVC Window

Door Leaf 2044.5

Sealant Window board

Foam Insulation Compriband

Internally line with 52.5mm CelotexFR5040 insulated plasterboard (40mm insulation and 12.5 mm plasterboard)

Gap varies and is to be confirmed by ER

Typical Internal Door Head - Section 1 : 10 5mm Acrylic render to BS 5262 on galvanised expanded metal (or Weber MT render on Bluclad Cement Board), on 10mm cement board on 25 x 38mm vertical tanalised softwood tiling battens @ 400c/s on, Tyvek moisture barrier or Siga Majvest stuck to 12mm Superlux fire resisting insulation board (where within 1.0m of a boundary). Or 19mm sheathing plywood on

25mm MDF Thick Window Cill board, White Painted Finish

Internally line with 52.5mm CelotexFR5040 insulated plasterboard (40mm insulation and 12.5 mm plasterboard) Wall construction to achieve U-value of 0.19w/m2k

TYPICAL RENDER JAMB DETAIL

Window Base 1 : 10

100 15 18 40 25

EPDM (airtightness tape)

213

40mm Projecting PPC Cill Mastic Sealant 10mm Mastic Sealant and Air tightness tape to seal Windows

Typical window Jamb details 1 : 10

Existing Conner wall Existing Straight wall

New Wall build up

STARTER WALL TIE 25 x 3mm THK. STAINLESS STEEL SAFETY TIES AT 225MM VERTICAL . CTRS

Wall starter details 1 : 10

Existing Floor ventilation

Cavity tray above pentration Weep hole Telescopic Pipe

Existing Floor

Existing ventilation extended through new floor

Telescopic adoptor

100 Hyload DPC Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Detail Sheet

Scale : As indicated

Status : Planning

Date :

Dwg No : NC-30

12/18/20

Rev :

DESIGNLABS LONDON

Vetilation Extention Details 1 : 10

75mm screed Thermalite Aircrete Shield

DPC 150mm High Render Drip Bead

Ground Floor

50mm perimeter insulation

100 50 150 100 75

Enginering brick

100 50 150 100 75

Ground Floor

600

475

Thermalite Aircrete Hi-Strength 7 100 x 19mm SW timber skirting, plug and screewed Fexible sealant around perimeter of skirting board

475

500 gauge polythene separating layer 150mm Kingspan K103 insulation 2000mm gauge DPM 150 concrete 1000 guage DPM 50mm sand blinding 100mm comapcted hard core

Foundation -600 Foundation

Foundation block

900

-600

300 600

600

300

Section 4

1 : 10

Section 5 1 : 10

75mm sand / cement screed 500 guage separation layer 2000 guage DPM 150mm Kingspan Kooltherm K103 insulation to produce a U value of 0.10 W/msqK

150 concrete 1000mm Guage DPM 50mm sandblinding

525

150 50 150 100 75

150mm Hard core

Floor Build up 1 : 10

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Detail Sheet

Scale : 1 : 10

Status : Planning

Date :

Dwg No : NC-31

03/01/21

Rev :

E proprietary precast lintel

proprietary precast lintel 150mm deep x 100mm wide

150mm deep x 100mm wide

New foundation Footing

GROUND F.F.L

150mm BEAM AND BLOCK VOID

250

AT LEAST 150mm CLEAR CAVITY DEPTH

Sewer 600 600

600

New Footing

Section D-D (scale:1/20)

Section E-E (scale:1/20)

pea shingle fill as per thames water requirment

Section Details 1 : 20

Existing Building

Existing Manhole Main Sewer

25mm polystyrene insulation Pipe in floor

Section (scale:1/20)

Existing man hole

Section Details 1 1 : 20

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Section Details

Scale : 1 : 20

Status : Planning

Date :

Dwg No : NC-32

12/18/20

Rev :

200

SCALE 1: 25

400

600

ELECTRICS Note all electrical work to meet the requirements of Par P (electrical safety) and must be designed, installed, inspected and tested by a person competent to do so. Prior to the completion the Council should be satisfied that Part P has been complied with. This may require an appropriate BS 7671 electriacal certificate to be issued for the work by a competent person to do so.

800 1000 mm

To MEET CURRENT BUILDING REGULATIONS. Fire alarm to be a MINimum GRADE D category LD3 AS per bs 5839 -6:2004

Shaver Point

TV/SKY/VIRGIN Cable Point Switched Single socket outlet @ 450mm Ht

Switched Single socket outlet @ 1200MM ht Switched Double socket outlet @ 450mm Ht HL

Switched Double socket outlet @ 1200mm Ht

Dish Washer

Telephone Is

High level Fan Isolator Kitchen Remote Grid Switch 42 AMPS Unswitched Socket

oven

Unswitched Double socket outlet @ 450mm Ht

Micro wave

Kitchen

Hob

Data Outlet

Extra ctor

Electrical Legend 1 : 50 MF

Fridge/ Freezer

MECH. FAN TO GIVE 15 L / S EXTRACTION WITH 15 MIN. OVERRIDE AND DUCTED TO EXTERNAL AIR THROUGH CEILING/ROOF.

PROVIDE 10 MM GAP UNDER BATH DOOR FOR VENTILATION

SYMBOL LEGEND 1 : 50

Utility

Washer /Dryer T

W.C. MF

Cloak Room

UP 6

Stairs

NC-27

Living D

LIGHT SWITCHES

450

1040

Garage

LOW LEVEL SOCKETS, TELEPHONE JACK POINTS

1100

HIGH LEVEL KITCHEN SOCKETS, FUSED SWITCH

DOOR BELLS, PHONE ENTRY

1200

Porch

Client : Project :

Electric Outlet height 1 : 20

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Ground Floor Plan - Furniture & Electrical Plan

Scale : As indicated

Status : Planning

Date :

Dwg No : NC-33

12/18/20

Rev :

DESIGNLABS LONDON ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com

Grund Floor Plan - Furniture & Electrical Plan 1 : 25

200

SCALE 1: 25

400

600

800 1000 mm

To MEET CURRENT BUILDING REGULATIONS. Fire alarm to be a MINimum GRADE D category LD3 AS per bs 5839 -6:2004

Shaver Point

TV/SKY/VIRGIN Cable Point Switched Single socket outlet @ 450mm Ht

Switched Single socket outlet @ 1200MM ht Switched Double socket outlet @ 450mm Ht HL

Switched Double socket outlet @ 1200mm Ht Telephone Is

High level Fan Isolator Kitchen Remote Grid Switch 42 AMPS Unswitched Socket

TV HL

Unswitched Double socket outlet @ 450mm Ht

Data Outlet

Electrical Legend 1 : 50 Bedroom 3

MECH. FAN TO GIVE 15 L / S EXTRACTION WITH 15 MIN. OVERRIDE AND DUCTED TO EXTERNAL AIR THROUGH CEILING/ROOF. PROVIDE 10 MM GAP UNDER BATH DOOR FOR VENTILATION

SYMBOL LEGEND 1 : 50

Family Bathroom

Bedroom 2

1 AP-DR-P1-XX-62

Hallway 1

NC-27

Ensuite Is HL

Master Bedroom MF

S D TV

TELEPHONE POINT ON THE WALL

Dresser

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

First Floor Plan - Furniture & Electrical Plan 1 : 25

First Floor Plan - Furniture & Electrical Plan

Scale : As indicated

Status : Planning

Date :

Dwg No : NC-34

12/25/20

Rev :

0.5

SCALE 1: 50

0.5

1.5

2.5 m

Shaver Point

TV/SKY/VIRGIN Cable Point Switched Single socket outlet @ 450mm Ht

Switched Single socket outlet @ 1200MM ht Switched Double socket outlet @ 450mm Ht HL

Switched Double socket outlet @ 1200mm Ht Telephone Is

High level Fan Isolator Kitchen Remote Grid Switch 42 AMPS Unswitched Socket Unswitched Double socket outlet @ 450mm Ht

Data Outlet

Electrical Legend 1 : 50

MECH. FAN TO GIVE 15 L / S EXTRACTION WITH 15 MIN. OVERRIDE AND DUCTED TO EXTERNAL AIR THROUGH CEILING/ROOF.

PROVIDE 10 MM GAP UNDER BATH DOOR FOR VENTILATION

SYMBOL LEGEND 1 : 50

Ensuite

1 AP-DR-P1-XX-62 Is S

Bedroom 1

NC-27

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Loft Plan - Furniture & Electrical Plan 1 : 25

Loft Plan - Furniture & Electrical Plan

Scale : As indicated

Status : Planning

Date :

Dwg No : NC-35

12/25/20

Rev :

200

400

SCALE 1: 25

1200

1100

1220

1100

600

800 1000 mm

SWITCH POINT @ 1200mm Ht

746

SWITCH POINT @ 1200mm Ht (2 way) WALL MOUNTED DECORATIVE LIGHTS SURFACE MOUNTED LIGHTS CIRCULATION FAN OVER ELECTRIC HOB HEAT DETECTOR

236

276

DESIGNER CHANDELIER HANGING PENDENT LIGHTS SPEAKER

CABLE

1100

STRIP LIGHT- WARDROBE AND STAIRS

SYMBOL LEGEND

1600

Tall storage sp

1360

1600

706

1 : 50

690

1160

Kitchen

Utility

1100

985

W.C.

1100

555 1340

652

CLOAK ROOM

1340

1073

Stair UP 5

1340

8 10

Connect to stair light

1340

1005

Living

1340

1200

1116

911

Porch

1129

1200

Garage

Client : Project :

548

1500

Ahmad and Faiza 56 Moat Drive, Harrow HA1

678

Scale :

Ground Floor plan - Lighting & Structure Clash Avoidance Rev : Plan Status : Planning As indicated

Date :

12/21/20

Drawing :

Dwg No : NC-36

DESIGNLABS LONDON

Proposed Ground Floor Lighting ,Vantilation and Furniturel Plan 1 : 25

200

400

600

SCALE 1: 25

800 1000

SWITCH POINT @ 1200mm Ht

SWITCH POINT @ 1200mm Ht (2 way) WALL MOUNTED DECORATIVE LIGHTS SURFACE MOUNTED LIGHTS CIRCULATION FAN OVER ELECTRIC HOB HEAT DETECTOR

DESIGNER CHANDELIER sp

HANGING PENDENT LIGHTS SPEAKER CABLE STRIP LIGHT- WARDROBE AND STAIRS

SYMBOL LEGEND 1 : 50

Bedroom 3

Family Bathroom

Bedroom 2

Hallway

Switch for light on loft plan

Ensuite

Master Bedroom

Dresser

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Scale :

First Floor plan - Lighting & Structure Clash Avoidance Rev : Plan Status : Planning As indicated

Date :

12/25/20

Drawing :

Dwg No : NC-37

DESIGNLABS LONDON

First Floor plan - Lighting & Structure Clash Avoidance Plan 1 : 25

200

SCALE 1: 25

400

600

800 1000 mm

SWITCH POINT @ 1200mm Ht SWITCH POINT @ 1200mm Ht (2 way) WALL MOUNTED DECORATIVE LIGHTS SURFACE MOUNTED LIGHTS CIRCULATION FAN OVER ELECTRIC HOB HEAT DETECTOR

DESIGNER CHANDELIER sp

HANGING PENDENT LIGHTS SPEAKER CABLE STRIP LIGHT- WARDROBE AND STAIRS

SYMBOL LEGEND 1 : 50

Ensuite

Bedroom

Lighting control from first floor

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Scale :

Loft plan - Lighting & Structure Clash Avoidance Rev : Plan Status : Planning As indicated

Date :

12/25/20

Drawing :

Dwg No : NC-38

Loft plan - Lighting & Structure Clash Avoidance Plan 1 : 25

200

SCALE 1: 25

400

600

800 1000 mm

40 MM DRAIN PIPE

Kitchen

UNDERFLOOR HEATING TO SPECIALIST CONTRACTOR DETAILS. FLOOR FINISHES TO CLIENTS CHOICE

Utility

40 MM DRAIN PIPE

100 MM SWP PIPE

W.C. 40 MM DRAIN PIPE

Cloak Room 100 MM SVP PIPE

UP 6

Stairs

Living 100 MM SOIL PIPE

Garage

? 100 MM SVP PIPE

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Ground Floor Plan - Drainage layout

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-39

12/18/20

Rev :

DESIGNLABS LONDON

Ground Floor Plan - Drainage layout 1 : 25

200

SCALE 1: 25

400

600

800 1000 mm

100 MM SWP PIPE

70 MM VENT PIPE

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

First Floor Plan - Drainage layout 1 : 25

First Floor Plan - Drainage layout

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-40

12/25/20

Rev :

200

SCALE 1: 25

400

600

800 1000 mm

Ensuite 100 MM SVP PIPE

40 MM DRAIN PIPE

Bedroom

70 MM VENT PIPE

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Loft Plan - Drainage layout 1 : 25

Loft Plan - Drainage Layout

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-41

12/25/20

Rev :

NOTE All work shown will comply with the requirements of the Building Regulations currently in force and will be carried out to the satisfaction of the Local AuthorityBuilding Inspector All stages of the work are to be checked and agreed on site with the Building Inspector before covering over

ROOF DRAINAGE Gutter to be marley deep flow gutter , downpipe to be 75mm dia UPVC. RWP to discharge below grating level into a grated gully and hence into new soakaway. BELOW GROUND DRAINAGE Below ground drains to be 100mm UPVC pipes with pea shingle surround. Underground Pipe Runs: All foul & storm water pipe runs less than 600mm below ground level are to be protected by a 75mm thick grade ST1 concrete capping with a min 100mm layer of fine pea beach between top of pipe and underside of concrete capping. Note:- All Underground pipes to be in u.P.V.C. to BS4514. Soil Stack: (Provide rodding eyes at all changes in direction) to terminate a min 900mm above the head of any opening window that is within 3000mm of the head of the stack, stack to terminate via proprietary ridge tile vent Percolation test is to be carried out before instlation of soak away Drains to be laid to a minimum fall of 1 in 60 to discharge into soakaway sited at least 5.0m away from the new garage footings and 5.0m away from the site boundary. Final size of soakaway to be agreed on site with the Building Inspector and is dependant on the ground conditions found when excavation carried out. Soakaway to be a proprietary perforated chamber installed as directed by the manufacturer or formed insitu with a 100mm mass concrete base slab, 215mm honeycomb brickwork walls and a 150mm concrete cover slab reinforced with one layer of mesh A393 in the bottom of the slab at 40 cover. Depth of soakaway to be agreed on site with the Building Inspector but not less than 1.0m. Soakaway to be covered with 300mm of top soil. All new drains to be tested to the satisfaction of the Building Inspector. FOUNDATIONS Existing foundation to be checked and agreed with Building inspector

Party Wall Act On 1st July 1997 a new act , The party wall Act 1996 came into Force. This act Requires a building owner to notify and obtain Formal Agreement from any adjoining owner, where the building owner proposed to 1. Carry out work to an existing party wall 2. Build on the boundary with neighboring property 3. Excavating within 3 or 6 meter of the neighboring building or structure NOTE Notification and agreement under this act are the responsibility of the building owner and are quite separate from building regulations or planing controls DISCLAIMER ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH PLAN AND SPECIFICATION CONTAINED HEREIN. ANY CHANGES OR DEVIATIONS FROM THE DESIGN OR SPECIFICATIONS ARE TO BE AGREED WITH THE CLIENT BEFORE WORK COMMENCES. PLANS AND SPECIFICATIONS ARE PREPARED TO A MINIMUM STANDARD FOR BUILDING REGULATION APPROVAL ONLY. NO RESPONSIBILITY IS TAKEN FOR WORKS CARRIED OUT ON SITE OR THE ORDERING OF SPECIFIC MATERIALS OR GOODS. THE APPOINTED CONTRACTOR (NOT HIS SUB-CONTRACTORS) IS RESPONSIBLE FOR OBTAINING ALL NECESSARY RELEVANT INSPECTION APPROVALS FROM THE LOCAL AUTHORITY BUILDING CONTROL DURING WORK OPERATIONS AND FOR OBTAINING A FINAL CERTIFICATE ON COMPLETION OF WORKS. THE FINAL CERTIFICATE IS TO BE LODGED WITH THE CLIENT FOR RECORD PURPOSES. SERVICE SOCKETS All electric, light switches to be positioned as shown and agreed by client. Mechanical ventilation: see plans type to client choice. Sanitary pipework: see notes on plans . Heating & hot water system: Not Applicable client to decide

EXTERNAL WALLS load bearing bricks and blocks to have a minimum crashing strength of 10N/mm2 and 2.8Nmm2 unless noted on drawings or specified by the structural engineer . Facing brick to match existing building. Block work to be as specified on drawing unless stated by S.E Stainless steel wall ties at max 900 horizontal and 450 mm vertical centers with 225 mm vertical centers at reveals within 360 of openings Cavity is to be closed around opening with Thermal bate PVC cavity closures or similar approved Uvalue to be 0.28 Cavity walls can be fully filled with Minerail wooll Cavity Closings: All cavity walls to be closed at eaves and roof junctions with non combustible material, provide vertical and horizontal D.P.C 25mm wider than closures to sides and bottoms of openings in cavity walls. Cavity closures at reveals and lintels to achieve a 'U' value not exceeding 0.35WmsqK. Cavity trays above lintels or combined lintel cavity trays to have a minimum 150mm supported upstand and to extend a minimum 150mm beyond the inner face of the cavity closure, fit stop ends to all cavi ty trays and provide proprietary plastic weep holes at max 450mm centres with a min of two weep holes per opening. NB fit cavity trays as above to any pipes, meter boxes etc. crossing or intruding into the cavity. CAVITY WALLS BELOW DPC Overall cavity constrution to be formed by 100mm semi engenering brickup to DPC level. Inner leaf with 100mm cavity filled with lean mix concrete up to 225 mm below DPC level Block work to be as specified on S.E details INTERNAL WALLS internal finish to existing brick to be client choice New bath room walls are to ba as wall type indicated . existing wall borad to be replaced with aqua board. new partition walls to be either 50x100mm timber stud orf Metal C stud. Lintels External Wall Lintels:- Provide CATNIC Pre Insulated Lintels for all openings in cavity walling. Insulated lintels to give a U value of 1.2W/msqK. (internal lintels do not require insulation) all lintels to have a min 150mm bearing either end (Use only the appropriate lintel specified by the manufacturer for the span and type of loading conditions if in doubt check with Engineer). STEEL BEAMS All structural steel beams are to be provided with either 2no. layers of 12.5mm plasterboard or painted or spary intumescent paint to achieve an hour fire rating ROOF STRUCTURE See engineDVdvers drawing and notes Provide solid strutting to all joists.. Joists to be supported by joist hangers to BS6178: Part 1. ROOFING AND ROOF INSULATION Flat roof is to be warm roof Roof insulation to be Kingspan or similar to achive u value .15 BASIC FLOOR, INTERNAL WALL AND CEILING FINISHES Ground floor finishes is to client chouce Final internal wall paint colour to be agreed with client Ceilings. -15 mm plasterboard with all joints supported and taped as necessary, no setting coat.

General All materials are to meet general ' British Standards' requirements. Soakaway to be covered with 300mm of top soil. All new drains to be tested to the satisfaction of the Building Inspector.

All DPC's to be bitumen based or Hyload (or equal approved) to comply with B.S. 6398 1983, B.S. 743 and CP102 part 2 1973 and be positioned in all ground floor walls and beneath timber wall plates where applicable. Horizontal DPC's to be min 150mm above finished ground levels paving (finished) planting and roofing levels Insulating DPC's to be provided to reveals and jambs of all openings in cavity walls and to be "Damcor" or similar approved. Provide weepholes where applicable fitted in accordance with manufacturer's specification. 14.CAVITY WALL CONSTRUCTION: All brickwork and blockwork to be constructed in accordance with BS 5628. Mortar for brickwork and blockwork to be (1:1:6).Two leaves of cavity wall construction to be tied together with stainless steel ties laid 900mm centers horizontally and 450mm centers vertically.At all openings ties to be at 300mm centers vertically. Store bricks and blocks in stable stacks, clear of the ground and clearly identified by type, strength, grade, etc. Protect from inclement weather and keep dry.Construct walling with all materials fully bonded or tied together to ensure compliance with design requirements for stability,strength,fire resistance,thermal & sound insulation as relevant.Lay bricks/blocks on a full bed of mortar and fill all cross and collar joints. Do not use shell bedding. 15.STRUCTURAL STEELWORK: All steel beams to be Grade S355 and comply with BS 5950. All structural steelwork to be adequately protected against fire to the satisfaction the Local Building Control Officer and in accordance with details and specifications.For corrosion protection of steelwork apply Leigh's paints. Shop preparation and primer application must be in accordance with Leigh's specifications. All steel beams to be encased in two layers of 12.5mm plasterboard. 16.LINTELS Provide galvanised steel lintels to all openings (insulated) in strict accordance with drawings. 17.STRUCTURAL TIMBER: All timber is designed to BS 5268.All timber to be grade C24 unless shown otherwise. Do not use timber members which are damaged, crushed or split beyond the limits permitted by their grading. Ensure that notches and holes are not so positioned in relation to knots or other defects that the strength of members will be reduced. Do not use scarf joints, finger joints or splice plates without approval. Keep timber dry and do not overstress, distort or disfigure timber during transit, storage, lifting, erection or fixing. Store timber and components under cover, clear of the ground and with good ventilation. Support on regularly spaced, level bearers on a dry, firm base. Open pile to ensure free movement of air through the stack. 18.TEMPORARY BRACING OF RAFTERS: Provide temporary bracing as necessary to maintain structural timber in position and to ensure complete stability during construction. 19.LATERAL RESTRAINT STRAPS: Ensure that cranked end is in tight contact with cavity face of wall inner leaf and is not pointing upwards. Fix noggins and packs beneath straps which span joists running parallel to wall. Noggins and packs to fit tightly and be not less than three quarters of joist depth. Notch joists so that straps fit flush with surface. Fix straps to joists with not less than four 50 mm x 8g sherardized screws, evenly spaced. 20.TRUSS CLIPS: Pre-galvanised truss clips, by IG Limited, to be fixed securely with 30x3.75 mm square twisted sherardized nails in every hole. 21.TIE-DOWN STRAPS: Pre-galvanised straps, by BPC Building Products, to be 30x2.5x100x1000mm long at 1200mm c/c. Ties to be securely fixed to timber plates with not less than two 30x3.75mm sherardized nails and to masonry with 4/50x8g plug and screws evenly spaced. 22.WALL PLATES: Ensure that wall plates are Positioned and aligned to give the correct span and level for trusses. Fully bedded in fresh mortar. In lengths of not less than 3m with half lap joints.

NOTE:

U-VALUE OF 1.6 W/m2K FOR ALL OPENINGS (EXTERNAL WINDOWS AND DOORS)

All window and external door frames to be of type supplied with factory fitted draught strip. Draught strip to be provided to all openable elements. Window and door framing to client choice. Glazing to be low emissivity double glazing with a 16mm air filled gap.

ALL SIZES SHOWN FOR WINDOW, DOOR OPENINGS ARE STRUCTURAL OPENING SIZES, MANUFACTURER TO ALLOW FOR TOLERANCES IN THEIR FRAME SIZES

GLAZING Double glazing. Any glazing pane having any part below 1500mm measured up from floor level, which forms part of a door or is within 300mm of a door, to be safety glass to BS6206. Any glazing pane having a part below 800mm measured up from floor level to be safety glass to BS6206.

ALL EXTERNAL WINDOWS AND DOORS ARE TO HAVE TRICKLE VENT FOR BACKGROUND VENTILATION

GENERAL NOTES 1. This drawing is to be read in conjunction with all Specifications and relevant Engineers drawings where appropriate.

Natural Ventilation All habitable rooms to have min. total openable window area equivalent to 1/20th floor area, some part being at least 1.75mm above floor level.

2. The works specified on this drawing and associated drawings shall be undertaken in accordance with all Health & Safety legislation.Where appropriate reference shall also be made to the project Health & Safety Plan prepared by the Planning Supervisor for the project. 3. All works to be in accordance with the Building Regulations and approved by the Local Authority.

All habitable rooms to be provided with 8000mm2 controllable background ventilation.

4. Do not scale this drawing -Written dimensions only to be used and all dimensions to be verified on site before works commence. 5. Where a sequence or method of construction is noted on a drawing, it should be adhered to and any variations to this should be agreed in advance with Project Design Consultants.

ELECTRICS Note all electrical work to meet the requirements of Par P (electrical safety) 6. The Contractor is responsible for ensuring the stability of the site and works including adjoining structures and all services throughout the construction. and must be designed, installed, inspected and tested by a person competent to do so. 7. The Contractor must bring to the attention of CWO. if any notes on this, or relevant drawings,are at variance with the Specification before any construction work Prior to the completion the Council should be satisfied that Part P has been is carried out. complied with. This may require an appropriate BS 7671 electriacal certificate to be issued for the work by a competent person to do so. 8. Any works to or near adjacent party walls Owner to notify and obtain authority from adjoining Owner prior to commencement of works in accordance with the PARTY WALL etc. ACT 9. For any works over or near a public sewer the Owner is to obtain written approval from Local Water Authority and any specific requirements made by the Local Water Authority to be sent to Building Control prior to commencement of such works. 10.Contractor to give a minimum 2 working days notice to the Building Control prior to commencement of any works. All further inspections to be agreed with Building Control.

To MEET CURRENT BUILDING REGULATIONS. Fire alarm to be a MINimum GRADE D category LD3 AS per bs 5839 -6:2004

Client : Project :

11.WALLS BELOW DPC. Engineering bricks to BS 3921 and blocks (10.4 N/mm2) complying with BS6073 and with BS 5628: Part 3 for use below ground will be satisfactory.Mortar for brickwork and blockwork to be (1:3). Two leaves of cavity wall construction to be tied together with stainless steel ties laid 900mm centres horizontally and 450mm centres vertically. Lay bricks/blocks on a full bed of mortar and fill all cross and collar joints. Do not use shell bedding. 12.CONCRETE Concrete mixes: Compaction of concrete shall be by means of mechanical immersion vibrators. Falls and finishes shall be laid to the Architect's instructions and the minimum structural concrete sizes shown are to be adhered to. All concrete is to be adequately cured and protected. Formwork including propping is not to be removed before the specified time without the approval of Project Design Consultants.

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Specification

Scale : 1 : 50

Status : Planning

Date :

Dwg No : NC-42

12/18/20

Rev :

Existing Chimne y

Party Wall L Fire Resistance

site Dimension 5mm plate 5mm plate 5mm plate

200

Ventilation

200

580x580 Concrete pad

100

580

450

All supporting steelwork should be provided with adequate protection from fire. paint steel work with

75x75x 6 mm angle

gallow bracket to detail

50x50x4mm Steel Angle Strut @ 45

Party Wall

75x75x12mm thk. Bracket.

75 580x580 Concrete pad

Elevation of Chimney Support (Scale:1/20)

100 75x75 x6mm mild steel angle

Section 1-1 (Scale:1/20)

The remaining section of flues within the chimney should be adequately ventilated. at the top and bottom To ensure rain and condensation coming down the flue is dried out by natural convection, a ventilated cap is sometimes added to the top of chimney pots and airbricks installed low level All steelwork to be given 1 coat of red oxide paint. 50 x 50 x 5 or 6mm angles welded together with 5mm fillet weld. Note: Diagonal at 45 degrees to allow easy fixing to anchors. 10mm diameter anchor fixings (rawlbolt or similar) with 100mm penetration. 12mm diameter hole in bracket. Remember to check quality of brickwork..

The brackets should be fixed to brickwork in good condition. Any brickwork or mortar that is not in a good condition should be rebuilt. Also, check with your neighbour to see whether their chimney breasts have already been removed. If they have, then you should not install gallows brackets to the roof

5mm plate

6/ M12 ∅ bolts (Bolts to in new concrete pad ) 75x75x6mm bracket

Bricks

Detail A (Scale:1/10)

Gallow bracket Details 1 : 20

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Chimney support Details

Scale : 1 : 20

Status : Planning

Date :

Dwg No : NC-43

12/18/20

Rev :

6360 928

580

100

800

1000

1969

202

3686

3482

1000

586

202

579

202

4646

Bedroom/Office Kitchen 2100

6340

NC-44

100

3769

928

100

2087

walls In CIP panels. 100 mm SIP panel finished on the outsite with timber cladding on 25x38mm s/w battens and finished interally with 15mm wall board on 25x38mm battens which will form the service gap for electrics and heating

2150

100 236

Study/ Waiting

815

650

405 202

Bathroom

202

450

1190

900

202

2320

100186

1510

500

1000

340

202

1.0 Proposed Out Building Plan 1 : 25

3 NC-44

914

6276

1003 property boundary line

100 or 150mm thick blockwork sub-sturcture over foundations

600 x 600mm strip Foundation

1.0 Proposed Out Building Foundation 1 : 25

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Outbuilding Plans and Section

Scale : 1 : 25

Status : Planning

Date :

Dwg No : NC-44

02/10/21

Rev :

DESIGNLABS LONDON ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com

Section Of Outbuilding 1 : 25

Proposed Steel Beam Schedule Reference Level

200

400

SCALE 1: 25

600

2 NC-31

Cut Length

Type

First Floor B1.00 First Floor B1.01 First Floor B1.02 First Floor B1.03 First Floor B1.04 First Floor B1.05 First Floor B1.06 First Floor B1.07 First Floor B1.11 Loft B2.01 Loft B2.02 Loft B2.03 Loft B2.04 Loft B3.01 Grand total: 14

800 1000

Mark

Start Level Volume Offset

UKC254x254x73 UKC203x203x71 UKC203x203x46 UKC203x203x60 UKB203x102x23 UKB203x133x25 UKC203x203x46 UKC203x203x46 UKB254x146x31 UKB203x133x25 UKC203x203x46 UKB203x133x25 UKB203x133x25 UKC152x152x23

7879 5891 4478 5148 2771 3693 3539 4188 6400 3037 4778 4524 3564 1328

0.07 m³ 0.05 m³ 0.03 m³ 0.04 m³ 0.01 m³ 0.01 m³ 0.02 m³ 0.02 m³ 0.03 m³ 0.01 m³ 0.03 m³ 0.01 m³ 0.01 m³ 0.00 m³ 0.35 m³

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

End Level Offset

Commen ts

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

x8 0x

0.06 m³ Grand total: 6

C8 0 Loft

Roof

-800

SHS 60x60x5

D(-34)-4( 2833 41)

Steel 50-355 0.00 m³

0.0081 3 0.0081 3 Steel 50-355 0.00 m³ 2833 D(-34)-3 SHS 60x60x5 0 Loft

Foundation 0 Foundation 0

C4 C6

-800

0.0175 0.0175 Steel 50-355 0.01 m³ Steel 50-355 0.01 m³ 6000 3290 A-3 C-4 SHS 80x80x8 SHS 80x80x8

3040 UKC152x152x44 D-2 -250

0 0

0.044 Steel 43-275 0.02 m³

Steel 43-275 0.02 m³ 3090 UKC152x152x44 B-2 -200

Foundation 0

Cloak Room

Length Base Base Level Offset

Top Level

Top Mark Offset

W.C.

First Floor First Floor Loft First Floor Roof

Type

C U 3 K C 15

EITHER C1 OR C2 COLUMN

Column Location Mark

Proposed Steel Column Schedule

2x 1

C U 1 K C 15

2x 1

Utility

x4 4

Type Comments

Foundation 0

Volume

Kitchen

0.044

Comments

NC-31

ST-DR-P1-XX-21 8 6

NC-28

1 AP-DR-P1-XX-62

C SH 4 S 80

Stairs

NC-27

C SH 6 S 80

x8 0x

Living

5 Garage

Client :

Porch

Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing : 1 ST-DR-P1-XX-21

Proposed Ground Floor Structure

Scale : 1 : 25

Status : Planning

Date :

Dwg No : ST-DR-P1-00-01

12/27/20

Rev :

DESIGNLABS LONDON

ST 1.0 Proposed Ground Floor 1 : 25 3

ST-DR-P1-XX-20

NC-28

ST-DR-P1-XX-20

Proposed Steel Beam Schedule Reference Level

D 200

200

400

600

800 1000 mm

Cut Length

Type

UKC254x254x73 UKC203x203x71 UKC203x203x46 UKC203x203x60 UKB203x102x23 UKB203x133x25 UKC203x203x46 UKC203x203x46 UKB254x146x31 UKB203x133x25 UKC203x203x46 UKB203x133x25 UKB203x133x25 UKC152x152x23

7879 5891 4478 5148 2771 3693 3539 4188 6400 3037 4778 4524 3564 1328

0.07 m³ 0.05 m³ 0.03 m³ 0.04 m³ 0.01 m³ 0.01 m³ 0.02 m³ 0.02 m³ 0.03 m³ 0.01 m³ 0.03 m³ 0.01 m³ 0.01 m³ 0.00 m³ 0.35 m³

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

End Level Offset

Commen ts

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

0.06 m³ Grand total: 6

C8 0 Loft

Roof

-800

SHS 60x60x5

D(-34)-4( 2833 41)

Steel 50-355 0.00 m³

0.0081 3 0.0081 3 Steel 50-355 0.00 m³ 2833 D(-34)-3 SHS 60x60x5 0 Loft

Foundation 0 Foundation 0

C4 C6

-800

0.0175 0.0175 Steel 50-355 0.01 m³ Steel 50-355 0.01 m³ 6000 3290 A-3 C-4 SHS 80x80x8 SHS 80x80x8

3040 UKC152x152x44 D-2 -250

0 0

0.044 Steel 43-275 0.02 m³

Steel 43-275 0.02 m³ 3090 UKC152x152x44 B-2

Foundation 0

Top Level Base Base Level Offset 8

Family Bathroom

-200

Length Top Mark Offset

B1.02 / UKC203x203x46

2X TRIMMERS

First Floor First Floor Loft First Floor Roof

2X TRIMMERS

Type

Proposed Steel Column Schedule

B1.01 / UKC203x203x71

Bedroom 3

Column Location Mark

2X TRIMMERS

Foundation 0

Volume

Type Comments

B1.00 / UKC254x254x73

0.044

Comments

SCALE 1: 25

Mark

Start Level Volume Offset

x8 0x

Bedroom 2

C SH 4 S 80

ST-DR-P1-XX-21 8

1 AP-DR-P1-XX-62

NC-28

Hallway

3 1 B1.03 / UKC203x203x60

B1.04 / UKB203x102x23

C SH 6 S 80

x8 0x

NC-27

B1.05 / UKB203x133x25

Master Bedroom

Ensuite

B1.06 / UKC203x203x46

Dresser

B1.07 / UKC203x203x46

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Proposed First Floor Structure

1 ST-DR-P1-XX-21

Scale : 1 : 25

Status : Planning

Date :

Dwg No : ST-DR-P1-01-02

12/27/20

Rev :

DESIGNLABS LONDON

ST 1.1 Proposed First Floor 1 : 25

ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com

ST-DR-P1-XX-20

NC-28

ST-DR-P1-XX-20

Proposed Steel Beam Schedule Reference Level

200

400

600

800 1000

SCALE 1: 25

Cut Length

Type

UKC254x254x73 UKC203x203x71 UKC203x203x46 UKC203x203x60 UKB203x102x23 UKB203x133x25 UKC203x203x46 UKC203x203x46 UKB254x146x31 UKB203x133x25 UKC203x203x46 UKB203x133x25 UKB203x133x25 UKC152x152x23

7879 5891 4478 5148 2771 3693 3539 4188 6400 3037 4778 4524 3564 1328

0.07 m³ 0.05 m³ 0.03 m³ 0.04 m³ 0.01 m³ 0.01 m³ 0.02 m³ 0.02 m³ 0.03 m³ 0.01 m³ 0.03 m³ 0.01 m³ 0.01 m³ 0.00 m³ 0.35 m³

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

End Level Offset

Commen ts

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

0.06 m³ Grand total: 6

C8 0 Loft

Roof

-800

SHS 60x60x5

D(-34)-4( 2833 41)

Steel 50-355 0.00 m³

0.0081 3 0.0081 3 Steel 50-355 0.00 m³ 2833 D(-34)-3 SHS 60x60x5 0 Loft

Foundation 0 Foundation 0

C3 Foundation 0

C4 C6

-800

0.0175 0.0175 Steel 50-355 0.01 m³ Steel 50-355 0.01 m³ 6000 3290 A-3 C-4 SHS 80x80x8 SHS 80x80x8

Steel 43-275 0.02 m³ 3040 UKC152x152x44 D-2 -250

0 0

0.044

0.044 Steel 43-275 0.02 m³ 3090 UKC152x152x44 B-2 -200 C1

First Floor First Floor Loft First Floor Roof

Top Mark Offset

Ensuite

B2.02 / UKC203x203x46

Base Base Level Offset

2X TRIMMERS

Top Level

B2.01 / UKB203x133x25

Foundation 0

Length

Type

Column Location Mark

1 Proposed Steel Column Schedule

Type Comments

Volume

Comments

Mark

Start Level Volume Offset

ST-DR-P1-XX-21

C SH 7 S 60

x6 0x

1 AP-DR-P1-XX-62

8 NC-28

Bedroom

2X TRIMMERS

NC-27

C SH 8 S 60

x6 0x

2X TRIMMERS

B2.03 / UKB203x133x25

5 B2.04 / UKB203x133x25

2X TRIMMERS

6 2X TRIMMERS

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing : 1 ST-DR-P1-XX-21

Proposed Loft Floor Structure

Scale : 1 : 25

Status : Planning

Date :

Dwg No : ST-DR-P1-02-03

12/27/20

Rev :

DESIGNLABS LONDON

ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com

ST 1.3 Proposed Loft Plan 1 : 25

3 ST-DR-P1-XX-20

ST-DR-P1-XX-20

NC-28

ST-DR-P1-XX-20

Proposed Steel Beam Schedule

Reference Level

Mark

Start Level Volume Offset

Cut Length

Type

End Level Offset

Commen ts

Roof 1

9033

ST-DR-P1-XX-21 2

S 60 HS x6 0x 5

ST-DR-P1-XX-21

B2.02 / UKC203x203x46

Loft 5400 B2.01 / UKB203x133x25

UKC254x254x73 UKC203x203x71 UKC203x203x46 UKC203x203x60 UKB203x102x23 UKB203x133x25 UKC203x203x46 UKC203x203x46 UKB254x146x31 UKB203x133x25 UKC203x203x46 UKB203x133x25 UKB203x133x25 UKC152x152x23

7879 5891 4478 5148 2771 3693 3539 4188 6400 3037 4778 4524 3564 1328

0.07 m³ 0.05 m³ 0.03 m³ 0.04 m³ 0.01 m³ 0.01 m³ 0.02 m³ 0.02 m³ 0.03 m³ 0.01 m³ 0.03 m³ 0.01 m³ 0.01 m³ 0.00 m³ 0.35 m³

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

B2.04 / UKB203x133x25 B1.01 / UKC203x203x71

First Floor B1.03 / UKC203x203x60

2690

U K C 15 2x

2x 4

B1.00 / UKC254x254x73

1 NC-31

Ground Floor 0 Foundation -600

Proposed Structural Section S1 1 : 50

1 Roof 9033

ST-DR-P1-XX-21

Loft 5400 B2.03 / UKB203x133x25

B1.06 / UKC203x203x46

B1.01 / UKC203x203x71

B1.00 / UKC254x254x73

B1.11 / UKB254x146x31

First Floor

x8 0x

2690

C SH 4 S 80

B1.03 / UKC203x203x60

B1.07 / UKC203x203x46

8 6 C HS S 0x x8 80

Ground Floor 0 Foundation -600

Proposed Steel Column Schedule

Proposed Structural Section S2 1 : 50

Base Base Level Offset Foundation 0

Loft

First Floor First Floor Loft First Floor Roof

Loft

Roof

Foundation 0

ST-DR-P1-XX-21

Top Level

Foundation 0 Foundation 0

Top Mark Offset

Column Location Mark

Type

Type Comments

Length

Volume

-200

UKC152x152x44 B-2

3090

Steel 43-275

0.02 m³

0.044

-250

UKC152x152x44 D-2

3040

Steel 43-275

0.02 m³

0.044

C4 C6

0 0

A-3 C-4

6000 3290

Steel 50-355 Steel 50-355

0.01 m³ 0.01 m³

0.0175 0.0175

-800

SHS 80x80x8 Roof SHS 80x80x8 9033 SHS 60x60x5

D(-34)-3

2833

Steel 50-355

0.00 m³

-800

SHS 60x60x5

D(-34)-4( 2833 41)

Steel 50-355

0.00 m³

0.0081 3 0.0081 3

Grand total: 6

Comments

0.06 m³

Loft 5400 B2.03 / UKB203x133x25

B1.00 / UKC254x254x73

B1.11 / UKB254x146x31

Client : Ahmad and Faiza First Floor

2690 Project : B1.07 / UKC203x203x46

B1.04 / UKB203x102x23

56 Moat Drive, Harrow HA1

Drawing :

Ground Floor 0 2 Foundation

Proposed Structural Sections

Scale : 1 : 50

Status : Planning

Date :

Dwg No : ST-DR-P1-XX-20

12/27/20

Rev :

DESIGNLABS LONDON

ARCHITECTURE / INTERIOR / MANAGEMENT / PLANNING -600 T: 07870661614 / 07888831314 E: info@designlabslondon.com W: www.designlabslondon.com NC-31

Proposed Structural Section S3 1 : 50

AB ST-DR-P1-XX-20

ST-DR-P1-XX-20

B3.01 / UKC152x152x23

6 8 C HS S 0x x5 60

B2.03 / UKB203x133x25

Loft 5400 B2.04 / UKB203x133x25

B1.05 / UKB203x133x25 B1.07 / UKC203x203x46

B1.03 / UKC203x203x60

B1.04 / UKB203x102x23

First Floor 2690

C SH 6 S 80

x8 0x

B1.06 / UKC203x203x46

Ground Floor 0 Foundation -600

Proposed Structural Section S4

1 : 50

AB ST-DR-P1-XX-20

ST-DR-P1-XX-20

Loft 5400 B2.02 / UKC203x203x46

B2.01 / UKB203x133x25

B1.02 / UKC203x203x46

First Floor 2690 Proposed Steel Beam Schedule

7879 5891 4478 5148 2771 3693 3539 4188 6400 3037 4778 4524 3564 1328

0.07 m³ 0.05 m³ 0.03 m³ 0.04 m³ 0.01 m³ 0.01 m³ 0.02 m³ 0.02 m³ 0.03 m³ 0.01 m³ 0.03 m³ 0.01 m³ 0.01 m³ 0.00 m³ 0.35 m³

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

x4 4 52 C U 3 K C 15

2x 1

Commen ts

0 0 0 0 0 0 0 0 -150 1 0 0 0 3000

x4 4

UKC254x254x73 UKC203x203x71 UKC203x203x46 UKC203x203x60 UKB203x102x23 UKB203x133x25 UKC203x203x46 UKC203x203x46 UKB254x146x31 UKB203x133x25 UKC203x203x46 UKB203x133x25 UKB203x133x25 UKC152x152x23

B1.01 / UKC203x203x71

Ground Floor

Type

B1.00 / UKC254x254x73

2x 1

Mark

Cut Length

End Level Offset

0 Foundation

C U 1 K C 15

Reference Level

Start Level Volume Offset

-600

Proposed Structural Section S5 1 : 50 Client :

Proposed Steel Column Schedule Base Base Level Offset Foundation 0 Foundation 0 Foundation 0 Foundation 0 Loft Loft

0 0

Grand total: 6

Top Level First Floor First Floor Loft First Floor Roof Roof

Top Mark Offset

Type

Column Location Mark

Length

Project :

Type Comments

Volume

-200

UKC152x152x44 B-2

3090

Steel 43-275 0.02 m³

0.044

-250

UKC152x152x44 D-2

3040

Steel 43-275 0.02 m³

0.044

C4 C6

0 0

SHS 80x80x8 SHS 80x80x8

A-3 C-4

6000 3290

Steel 50-355 0.01 m³ Steel 50-355 0.01 m³

0.0175 0.0175

-800

SHS 60x60x5

D(-34)-3

2833

Steel 50-355 0.00 m³

0.0081 3 0.0081 3

-800

SHS 60x60x5

D(-34)-4( 2833 41)

Steel 50-355 0.00 m³ 0.06 m³

Comments

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Proposed Structural Sections

Scale : 1 : 50

Status : Planning

Date :

Dwg No : ST-DR-P1-XX-21

12/27/20

Rev :

Structural Isometrics 1

Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

Drawing :

Structural 3Ds

Scale : Date :

Structural Isometrics 2

Status : Planning 12/27/20

Rev :

Dwg No : ST-DR-P1-XX-30

B3.01 / UKC152x152x23

B2.02 / UKC203x203x46

6 8 C HS S

B2.01 / UKB203x133x25

0x x5 60

6 7 C HS S

0x x5 60 / 25 .0 4 3 x B2 3x13 0 B2 UK

/ 25 .0 3 3 x B2 3x13 0 B2 UK

Structures -Loft Floor Isometrics

B1.11 / UKB254x146x31

B1.00 / UKC254x254x73

3 1 C KC U

B1.01 / UKC203x203x71

x1 52 52 4 x4

x8 0x

B1.03 / UKC203x203x60

C SH 4 S 80

UK B1 C2 .02 03 x2 / 03 x4 6

1 1 C KC U x1 52

UK B1 B2 .05 03 x1 / 33 x2 5

52 8 6 C HS S

4 x4

0x x8 80 B1.06 / UKC203x203x46

Structures -1st to Loft Floor Isometrics B1.07 / UKC203x203x46

/ 23 .0 4 2 x B1 3x10 0 B2 UK

5 3 1 C KC U 1 2x 52 4 x4

1 1 C KC U x1 52 52 4 x4

1000x1000x1000

1000x1000x1000 8 6 C HS S 0x x8 80 Client : Project :

Ahmad and Faiza 56 Moat Drive, Harrow HA1

C SH 4 S 80

x8 0x

Drawing :

Structural Isometrics

1000x1000x1000 Scale :

1000x1000x1000

Date :

Status : Planning 12/17/20

Rev :

Dwg No : ST-DR-P1-XX-31

DESIGNLABS LONDON

Structures -Grnd -1st Floor Isometrics