Background Context
A 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 village 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.
Existing DimensioNS 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
With in some practises there is a feeling that the significance 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 community went on to say
Front Elevation
MATERIALS & STYLE
Side Elevation
WIND MAP & RAIN
REFERENCE WILL BE MADE TO THE BUILDING STYLES IN THE SURROUNDING AREA. MADE FROM THICK RANDOM RUBBLE WALLS AND HEAVY SLATED ROOFS WHICH IS A GREAT TOOL FOR THERMAL MASS GIVING THE HARSH WINTER ENVIRONMENT WHERE TEMPRETURES CAN CALL BELLOW 15 DEGREES.
Rear 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.
the wind speeds on average as supplied by The Met Office,(2014) suggest between 46 - 48 Meteres per Second (M/s)
THE ‘RUBUSTNESS’ OF THE MATERIALS HAVE BEEN SPECIFICLY CHOSEN DUE TO THE HARSH WEATHER IT MUST WITHSTAND, MANY BUILDINGS SUCH AS THE CHURCH AND DOMESTIC HOUSING HAS STOOF FOR MORE THAN A CENTURY.
The diagram to the right also shows previaling wind direct, a possible cause of driven rain from inland aswell as from the North Sea Approx 33-56.5 Ltr M/s
SITE AND RESTRICTIONS
Feasability Study and Site Report KEY Di t c hwi t hS t r ea m
Rendering: Due to the costal location and poor maintenance pebble dash has begun to crack and fall away from the structure Height sufficient for an intermediate floor to be installed if needed.
3.
Uninsultated roof using a timber truss system
OS MAP 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 emergency, with the smaller behind this is to accommodate the tractor which is used to launch the boat.
Single glazed windows with timber frames which have begun to rot away
No wall insulation
Undergone recent pointing of front elevation in places
1.
2.
Boundr yL i nes
4
Services As with many costal towns in Northumberland the 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
SUMMER SUN PATH As the sun path sweeps around the south of the bounding at a high level it could possibly be incorporated into the design.
E l ec t r i c i t yL i neov er hea d
COMPARISON,
Pot ent i a l s our c eof ‘ Noi s e ’ ,
The winter sun path is much lower and as nearby building is very close no light will be able to get into windows on this elevation.
WINTER SUN PATH
E
D
C
B
A NORTH
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2
3
4
12869
5
6
7
9 10 11 12 15915 13
6440
Roof Level
A
1357
8461
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10800
3043
4400
B C D Level 1
E
4061
300
4049
35094
300 300 200
Level 0 181
820
2650
1590
440
3000
500
10400
2
1
Site Plan 1 : 250
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Main Building East Elevation 1 : 100
17 16 15 14 13 12 11 10
9
7
6
5
4
3
2
1
1655
8461 523
2338
357
940
Roof Level
3
3060
1128 1523
1585 1359
15760
407
964
1366 791
1200
6500
4061
No.
Description
Date
Level 0 12669
North Elevation
6020
Level 1
181
1 : 200
1
2
3
4
5
6
7
9
10 11 12 13 14 15 16 17 Roof Level 4417
8461 2000
600 500 2338
2500
3226
1600
2000
4061
3000
South Elevation 1 : 200
Adam Nixon Boulmer Virtual Project Site and Elevations 001
Project number
29/03/2014
Date Drawn by
Author Checker
Checked by
5
1
3D View 10 Scale
As indicated
01/04/2014 19:24:19
4
511
960
Level 1
2901 3303
1700 1904
738400
By Room Name Legend Disabled WC
1
Enterance
2
3
4
5
6
7
9
10
11
12
13
14
15
16
Female WC Large Teaching Space Main Reception
A
Male WC Meeting Room
19 Disabled WC
18 Male WC
17 Female WC
6 m² 64.8 SF
4 m² 43.2 SF
6 m² 62.3 SF
B
OUTDOOR DECKING AREA 57 m² 616.4 SF
Small Teaching Space Staff Kitchen Staff Room
15 m² 166.4 SF
54 m² 583.4 SF
33 m² 354.8 SF
20 Open Plan Space
Small Conference Room
4 Small Teaching Space
5 Large Teaching Space
OUTDOOR6 DECKING AREA
Open Plan Space
Small Conference 3 Room
8 Meeting Room
C
9 m² 98.0 SF
15 m² 160.4 SF
7 Staff Room 15 m² 157.1 SF
1 Enterance
2 Main Reception
D
9 m² 92.4 SF
52 m² 563.4 SF
9 Staff Kitchen
NORTH
10 m² 112.8 SF
E
General Floor Plan Ground Level
1
No.
Description
Date
1 : 100
1
2
3
4
5
6
7
9
10
11
12
13
14
15
16
By Room Name Legend Balcony
A
Bar/ Bistro
29 Staff WC
Communal Space
4 m² 44.5 SF
Female Shower Kit Drying Room Lounge Area
25 Female Shower
26 Male Shower
6 m² 62.1 SF
6 m² 63.5 SF
B
31 m² 338.4 SF
41 m² 439.9 SF
Staff WC
CODE
SUITABILITY DESCRIPTION
STATUS
PURPOSE OF ISSUE
23 Lounge Area
27 Communal Space
Male Shower
C 28 Balcony 19 m² 209.4 SF
D NORTH
24 Kit Drying Room
www.autodesk.com/revit 22 Bar/ Bistro
PROJECT
43 m² 462.6 SF
Boulmer Virtual Project
22 m² 232.0 SF
TITLE
E
CLIENT
2
General Floor Plan Level 1 1 : 100
DRAWN BY
Author
Adam Nixon CHECKED BY
DATE
Checker
SCALE ( @A2 )
1 : 100 DRAWING NUMBER
General Floor Plans
29/03/2014
PROJECT NUMBER
001 REV
01/04/2014 12:46:11
General Floor Plans
2
3
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9
10
11
12
13
12669 638
14
15
16
17
15760 10331
6500
640
600
3000
600
500
1
1660
A 10233 3000
B
1770
5100
4528
1840
2480
1669
2498
1630
810
5300
1010
1280
3396 1705
1823
2653
2794
2200 1823
3304
100
1375
1075 1075
3780
1100
1925
1305
2920
2183
1810 12805 3780
4800
5298
D
6505
1100
1590
600 3040
2800
2500
9725 3120
10400
4194
C
820
4800
E 738
1
2994
2500
2000
3000
15760
Ground Floor Plan 1 : 100
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No.
2
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14
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16
Description
Date
17
15915 1655
1900
1940
3158 2000
3218
899 9725
10400
3644
C
4140
5378
7545
9656
1000
B
945
1600
3090
2000
1867
A
2000
565
3731
CODE
SUITABILITY DESCRIPTION
STATUS
PURPOSE OF ISSUE
1334
5360
PROJECT
4222
1451
4020
869
www.autodesk.com/revit 14852
Boulmer Virtual Project
1709
D
4457
1539
3500
TITLE
7731
Dimensioned Floor Plans
500 10331
2338
CLIENT
2
First Floor Plan 1 : 100
DRAWN BY
Adam Nixon SCALE ( @A2 )
1 : 100 DRAWING NUMBER
1.3
Adam Nixon CHECKED BY
DATE
Checker
29/03/2014
PROJECT NUMBER
001 REV
01/04/2014 12:43:01
E
25 440
96
RIGID BOARD INSULATION
62
15
10
MINERAL WOOL INSULATION
THERMAL CONDUCTIVITY K Value: 0.022W/mK THERMAL RESISTANCE R value: 5.00m2K/W
JOINING OF BREATHABLE MEMBRANE TO STRUCTURAL FLOOR ALLOWING A CONTINUATION IN THE MEMBRANE OF THE STRUCTURE
THERMAL CONDUCTIVITY K Value: 0.40W/mK THERMAL RESISTANCE R Value: 1.40m2K/W
SCREED FINISH 65 MM
LIGHT STEEL C STUD BRACKETS 85 X 85 mm
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EXTERNAL
SERVICE VOID
INTERNAL
EXISTING RANDOM RUBBLE WALL
MASONARY SCREW 100 mm
SCREED FINISH 65 MM RIGID INSULATION WITH AIR/VAPOUR BARRIER 80 MM RIGID INSULATION BOARD WITH AIR / VAPOUR BARRIER 80MM
Level 0 181 150
BREATHABLE MEMBRANE 1 mm thick
4 MM FINISH LAYER, CARPET/ LAMINATE
CONCRETE 100 MM 300
PLASTER BOARD
HARDCORE
STRUCTURAL CONCRETE 75 MM
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
756
829
APPROVED DOCUMENT: C COMPLIANT
Consultant Address Address Phone Fax e-mail
SHEETHING BOARD 2.5 mm 220
EXTERNAL
220
INTERNAL 657
1
Wall Section A- Existing Building
No.
1 : 10
EXTERNAL
INTERNAL
3
Description
Date
Junction - Floor to Wall 1 : 10
RIGID BOARD 2.5 mm
67
Check on site
18
TIMBER CONNECTION TO DRYWALL
DOUBLE GLAZED WINDOW WITH ROLLER WINDOW
65
15
22
JOINTING TAPE AT EVERY CHANGE OF DIRECTIONAL PLANE
EXTENDED SILL ALLOWING WATER TO RUN AWAY FROM BUILDING FACE
Adam Nixon Boulmer Virtual Project
BREATHABLE MEMBRANE RUNNING ACROSS WALL AND JOINED TP WINDOW FRAME WITH ADHESIVE
Details 001
Project number
Window Detail
29/03/2014
Date
1 : 10 Drawn by
AN Checker
Checked by
003 Scale
1 : 10
01/04/2014 14:03:40
2