SC/01

INTERNAL NON-LOAD BEARING STUD WALLS

STAIRCASE SC/01

-Stair from Ground floor to First floor to detail

-41° Pitch (2640mm total rise)

-12 Risers @ 220mm rise and 250mm going

LINE OF CONCRETE STRIP FOUNDATION BELOW LOWER GROUND FLOOR WALLS

-for top of footing levels please see structural engineers drawings

Kitchen extract to wall vent

-exact height to be determined subject to extract hood specification

RECONSTRUCTED STONE QUOINS

-125mm x 400mm reconstructed stone quoins to building corners,

to course with rubble stone

INTERNAL DOORS DG/02 - DG/03 excluding DG04

-Standard 1981x838mm timber doors (30 minute fire doors as marked FD30)

-770mm clear opening

INTERNAL DOOR DG/04

-Standard 1981x762mm timber door (30 minute fire doors as marked FD30)

EXTERNAL DOORS DG/02

-Timber glazed doors

- for details please refer to drawings 129-214

CASEMENT WINDOWS WG/01 - WG/02

-Timber casement windows

-for details please refer to drawings 129-201

400

25

100

50

100

100

25

25

100

130

100

25

100

50

100

100

25

25

100

50

100

100

25

125

50

100

100

25

400

400

125

400

125

400

125

400

125

UP

ENTRANCE MATTWELL

-coir matting in mattwell in floor finishes zone

1

4510 4810 4810

2 4

B

A

8050

3020

955 2600 955

3

GF C/H

= 2390MM

LOUNGE/DINING

RG.04

ENTRANCE

HALL

RG.01

WC

RG.02

KITCHEN

RG.03

BELOW

STAIRS

CUPBOARD

DG01WG01 WG02

DG02

1 2 3

4

5

6

7

DG02

DG03

DG04

CO

AT

S

RWP

RWP

94013302240

955 2600 955

LOUNGE/DINING

RG.04

WC

RG.02

KITCHEN

RG.03

BELOW

STAIRS

CUPBOARD

DG01WG01 WG02

DG02

1 2 3

4

5

6

7

DG02

DG03

DG04

CO

AT

S

RWP

RWP

SVP

1750

PLOT 9 PLOT 10 PLOT 11

SVP

300 955 2600 955

LOUNGE/DINING

RG.04

WC

RG.02

KITCHEN

RG.03

BELOW

STAIRS

CUPBOARD

DG01WG01 WG02

DG02

1 2 3

4

5

6

7

DG02

DG03

DG04

CO

AT

S

SVP

130

100

130

100

130

100

130

100

130

100

130

100

130

100

130

100

25

100

100

350

25

100

25

100

100

350

940

FD30 FD30FD30

FD30FD30

FD30

EXTERNAL DOORS DG/01

-Timber part glazed doors

- for details please refer to drawings 129-202

BB

AA

FIRE BREAKS

-External cavity wall fire breaks where pparty wall meets external walls

750

750 750

750

600

600

GF FFL =

+57.600

540 1070 785 920 450 540 205

94013302240

540 1070 785 920 450 540 205

94013302240

540 1070 785 920 450 540 205

RWP

GF FFL =

+57.600

GF FFL =

+57.600

+57.600

+57.600 +57.600 +57.600

+57.600

+57.585+57.585+57.585

14880

8800

4460

2100

3110

690

840

220

900

210 910 210

430

910

590

1050

SC/01

UP

GF C/H

= 2390MM

ENTRANCE

HALL

RG.01

430

910

590

1050

SC/01

UP

GF C/H

= 2390MM

ENTRANCE

HALL

RG.01

430

910

590

1050

1030

940

4460

2100

3110

690

840

220

900

210 910 210

430

910

590

1050

1030

940

4460

2100

3110

690

840

220

900

210 910 210

430

910

590

1050

1030

Level Access Level Access Level Access

15mm cill 15mm cill 15mm cill

Job Number

Scale @ A1 Drawn By Date

RevisionDrawing Number

Drawing Title

Project

Client

Date

© HAPTICITY ARCHITECTS & INTERIORS.

ALL DIMENSIONS TO BE CHECKED ON SITE

BEFORE WORK COMMENCES. ANY

DISCREPANCIES TO BE REPORTED TO THE

ARCHITECT. DO NOT SCALE

Revision

129 301 A1:50 TM June 2018

House Type - AffordablesPlot 9,10 & 11GA Ground Floor Plan

New Build HouesArms Farm, High StSutton Benger, SN15 4RE

Castle Combe Homes

Scale: 1:50

0m 1m 2m 3m 4m 5m

Concrete Blockwork

- construction to Structural Eng's details

Reconstructed Stone Quoins

- to Detail

Timber Stud Partition - to detail

Ceiling HeightC/H =

Concrete Foundations Below

- construction to Structural Eng's details

Soil Vent Pipe

SVP

150mm Concrete beam & block spans

- to Structural Engineer's detail

Rubble Stone Wall Facing

- to Detail

197mm Posi joist spans

- to Structural Engineer's detail

30 Minute Fire DoorFD30 =

BUILDING

REGULATIONS

NORTH