Feasability Study and Site Report

ServicesAs with many costal towns in Northumberlandthe only power utility is electricity, as a result if gas wanted to be used a line would have to be installed which would be costly. Or gas containers would have to substitute. For this reason likely to stay with Electricity

Height sufficient for an intermediate floor to be installed if needed.

Uninsultated roof using a timber truss system

Single glazed windows with timber frames which have begun to rot away

Rendering:Due to the costal loca-tion and poor maintenance pebble dash has begun to crack and fall away from the structure

Undergone recent pointing of front elevation in places

No wall insulation

1 .Main Building made up of 3 spaces; Main (largest) space where the life boat is stored has outward opening doors to allow quick deployment of the boat in an emer-gency, with the smaller behind this is to accommodate the tractor which is used to launch the boat.

1.2.

3.

The existing site dimensions where taken from DIGI-MAPS, (2014). The site length is around 50 meteres at its longest, with an average width of 20-25 meteres, The total Site Area roughly calculates at

4

Existing DimensioNS

KEY

Ditch with Stream

Boundry Lines

Electricity Line overhead

Potential source of ‘Noise’,

OS MAP

REFERENCE WILL BE MADE TO THE BUILDING STYLES IN THE SURROUNDING AREA.MADE FROM THICK RANDOM RUBBLE MADE FROM THICK RANDOM RUBBLE WALLS AND HEAVY SLATED ROOFS WHICH IS A GREAT TOOL FOR THERMAL MASS GIVING THE HARSH WINTER ENVIRON-MENT WHERE TEMPRETURES CAN CALL BELLOW 15 DEGREES.

THE ‘RUBUSTNESS’ OF THE MATERIALS HAVE BEEN SPECIFICLY CHOSEN DUE TO THE HARSH WEATHER IT MUST WITH-STAND, MANY BUILDINGS SUCH AS THE CHURCH AND DOMESTIC HOUSING HAS STOOF FOR MORE THAN A CENTURY.

SUMMER SUN PATH

WINTER SUN PATH

WIND MAP & RAINthe wind speedson average assupplied byThe Met Office,(2014)suggest between46 - 48 Meteres46 - 48 Meteresper Second (M/s)

The diagram to the right also shows previalingwind direct,a possible cause of driven raindriven rainfrom inland aswell as from the North SeaApprox 33-56.5 Ltr M/s

MATERIALS & STYLE

SITE AND RESTRICTIONS

As the sun path sweeps around the south of the bounding at a high level it could possibly be incorporated into the design.

COMPARISON,

The winter sun path is much lowerThe winter sun path is much lowerand as nearby building isvery close no lightwill be able to get intowindows on this elevation.

Background ContextA traditional fishing village with as little as 25 houses and has changed little in the past 100 years and is one of few true fishing villages still in existence. Located Northumberland, Alnwick,England. Though fishing has been the focal point for this vilThough fishing has been the focal point for this vil-lage for over the centuries, this was changed as a result of World War Two with the RAF making a base close by. The main function now for RAF Boulmer search and rescue base, helping to aid those lost at sea alongside the volunteers at the lifeboat station. With in some practises there is a feeling that the sig-nificance of the Lifeboat house to the community has a great cultural and sympothetic indulgence of the area; Robin Kent Architecture & Conservation who have already explored the importance of this building to the commu-nity went on to say

Rear ElevationSide Elevation

From the front side and rear elevations above the typical shape of the building footprint is typically in keeping with the surrounding area of boulmer, with weathered random rubble stone and a series of pitched roofs, the histroical context of this village community on a social. histric and cultural aspect of this type of housing will need to be thought about in much depth to allow a proposal which will be accepted by the community.

Front Elevation

Level 0

181

Level 14061

ABCDE

Roof Level

8461

4049

104005003000820 2650 1590

300

300

300

200

440

4400

3043

1357

10 11 12 13

ABCDE

7654321 9

35094

1080

0

12869 159156440

NORTH

Level 0181

Level 14061

101112131415

Roof Level

8461

16 7 6 5 4 3 2 1917

15760 6500 12669

2338

6020

523

1366

791

964

407

1128

1523

1585

1359 30

60

1200

940 1655

357

Level 1

4061

10 11 12 13 14 15

Roof Level8461

167654321 9 17

3226

4417

960

300020002500

1700

400

3303

2901

1904

600 500

738

511

2000

1600

2338

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Scale

Checked by

Drawn by

Date

Project number

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

As indicated

01/0

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14 1

9:24

:19

Site andElevations

001

Boulmer VirtualProject

Adam Nixon

29/03/2014

Author

Checker

1

No. Description Date

1 : 100Main Building East Elevation2

1 : 250Site Plan1

1 : 200North Elevation3

1 : 200South Elevation4

3D View 105

10 11 12 13 1415

A

B

C

D

E

167654321 9

10 m²112.8 SF

Staff Kitchen9

15 m²157.1 SF

Staff Room7

57 m²616.4 SF

Open Plan Space20

6 m²64.8 SF

Disabled WC19

52 m²563.4 SF

Main Reception2

9 m²92.4 SF

Enterance1

15 m²160.4 SF

Meeting Room8

6 m²62.3 SF

Female WC17

By Room Name LegendDisabled WC

Enterance

Female WC

Large Teaching Space

Main Reception

Male WC

Meeting Room

Open Plan Space

OUTDOOR DECKING AREA

Small Conference Room

Small Teaching Space

Staff Kitchen

Staff Room 9 m²98.0 SF

Small ConferenceRoom

3

54 m²583.4 SF

Large Teaching Space5

15 m²166.4 SF

Small Teaching Space4

NORTH

33 m²354.8 SF

OUTDOOR DECKINGAREA

6

4 m²43.2 SF

Male WC18

10 11 12 13 14 15

A

B

C

D

E

167654321 9

6 m²62.1 SF

Female Shower25

6 m²63.5 SF

Male Shower26

22 m²232.0 SF

Kit Drying Room24

43 m²462.6 SF

Bar/ Bistro22

31 m²338.4 SF

Lounge Area23

By Room Name LegendBalcony

Bar/ Bistro

Communal Space

Female Shower

Kit Drying Room

Lounge Area

Male Shower

Staff WC41 m²

439.9 SF

Communal Space27

19 m²209.4 SF

Balcony28

NORTH

4 m²44.5 SF

Staff WC29

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SCALE ( @A2 )

CHECKED BYDRAWN BY DATE

CODE

STATUS

SUITABILITY DESCRIPTION

PURPOSE OF ISSUE

PROJECT

TITLE

PROJECT NUMBER

DRAWING NUMBER

CLIENT

REV

1 : 100

01/0

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2:46

:11

General Floor Plans

Boulmer Virtual Project

Adam Nixon29/03/2014Author Checker

General Floor Plans

001

No. Description Date 1 : 100General Floor Plan Ground Level1

1 : 100General Floor Plan Level 12

10 11 12 13 14 15

A

B

C

D

E

167654321 9 17

12669

6500

15760

5100

3040

4800

2183

4800

2800

5298

2498

1823

3304

1705

33962200

1823

9725

4194

2794

100

1630

1010

810

640 600

1280

1770

2653

1669

3120

2500 2000 30002994738

638 10331 3000 600 1660

10233

5300

4528

181012805

3780

1375

1100

1305

3780

1925

820

1075

1075

1590

3000

500

15760

6505

2920

2500

2480

1040

0

600

1840

1100

10 11 12 13 14 15

A

B

C

D

E

167654321 9 17

4020

1900

31583090

1867

9725

2000

3644

1709

869

9656

7545

4140

14852

42221451

1539

3500

10331 2338

1040

0

3218

15915

1000

1600

5360

2000 20001655 9453731

565

5378

4457

7731

899

1334

500

1940

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SCALE ( @A2 )

CHECKED BYDRAWN BY DATE

CODE

STATUS

SUITABILITY DESCRIPTION

PURPOSE OF ISSUE

PROJECT

TITLE

PROJECT NUMBER

DRAWING NUMBER

CLIENT

REV

1 : 100

01/0

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:01

Dimensioned Floor Plans

Boulmer Virtual Project

Adam Nixon29/03/2014Adam Nixon Checker

1.3

001

No. Description Date 1 : 100Ground Floor Plan1

1 : 100First Floor Plan2

440 9615

25

657

62

EXISTING RANDOMRUBBLE WALL

RIGID BOARD INSULATION

LIGHT STEEL CSTUDBRACKETS 85 X85 mm

MASONARYSCREW 100 mm

SHEETHINGBOARD 2.5 mm

BREATHABLEMEMBRANE1 mm thick

THERMAL CONDUCTIVITYK Value: 0.022W/mKTHERMAL RESISTANCER value: 5.00m2K/W

MINERAL WOOLINSULATIONTHERMAL CONDUCTIVITYK Value: 0.40W/mKTHERMAL RESISTANCER Value: 1.40m2K/W

SERVICE VOID

PLASTERBOARDAPPROVEDDOCUMENT: CCOMPLIANT82

9

EXTERNAL INTERNAL

6718

651522

EXTERNAL INTERNAL

TIMBERCONNECTIONTO DRYWALL

RIGID BOARD2.5 mm

BREATHABLE MEMBRANERUNNING ACROSS WALL ANDJOINED TP WINDOW FRAMEWITH ADHESIVE

JOINTING TAPE AT EVERY CHANGE OFDIRECTIONAL PLANE

EXTENDED SILLALLOWING WATER TORUN AWAY FROMBUILDING FACE

DOUBLE GLAZED WINDOW WITHROLLER WINDOW

Check on site

Level 0

181

10

220220

4 MM FINISH LAYER, CARPET/LAMINATE

756

SCREED FINISH 65 MM

RIGID INSULATION BOARD WITH AIR /VAPOUR BARRIER80MM

CONCRETE 100 MM

STRUCTURALCONCRETE 75 MMHARDCORE

150

INTERNALEXTERNAL

300

RIGID INSULATION WITH AIR/VAPOUR BARRIER80 MM

SCREED FINISH 65 MM

JOINING OF BREATHABLE MEMBRANE TO STRUCTURAL FLOORALLOWING A CONTINUATION IN THE MEMBRANE OF THE STRUCTURE

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Scale

Checked by

Drawn by

Date

Project number

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

1 : 10

01/0

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14 1

4:03

:40

Details

001

Boulmer VirtualProject

Adam Nixon

29/03/2014

A N

Checker

003

No. Description Date 1 : 10Wall Section A- Existing Building1

1 : 10Window Detail2

1 : 10Junction - Floor to Wall3