Appendix 6 - Site Plan - Site 1, Kinross West

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30
El
Sta
Sub
29
34
Ordnance Survey, (c) Crown Copyright 2023. All rights reserved. Licence number 100022432
MacDuff Place
Junction Road
M90 (South Bound)
M90 (North Bound)
Levenbridge Place
Montgomery
Way
30
Sub
29
34
A
1
2
3
4
5
B
C
D
MacDuff Place
Junction Road
M90 (South Bound)
M90 (North Bound)
Levenbridge Place
A
1 2 3 4 5
B
C
D
Accessible
Toilet
Þ Þ Þ
Ý
Staff
Mess
Office
Staff
Toilet
Lobby
Ý
Campbell of Doune Ltd
Consulting Civil and Structural Engineers
Clan House, Muthill Road, Crieff, PH7 4HQ
Registered Office:  Macfarlane Gray Accountants, Macfarlane Gray House,
FOR
AT
REVISION:
Registered in Scotland No. 277704
Tel: 01764 655459
DATE:
A family business since 1860
q BS5502 Class II Agricultural
q BS5950 Industrial
BUILDING DESIGN CLASSIFICATION
q Domestic
q Other
DESIGN CHECK LEVEL
q DCL1 - Self Check
q DCL2 - Simple Check
q DCL3 - Intermediate Check
q DCL4 - Extended Check
e-mail: info@campbellofdoune.co.uk
Castlecraig Business Park, Springburn Road, Stirling, FK7 7WT
www.campbellofdoune.co.uk
DRAWN SCALE DRAWING No.DATE PAPER SIZE
CONTACT WEB
Job No. Drawing Status
8782-23 PLANNING
Proposed New Industrial Building
Site 1, MacDuff Place, Kinross West, Kinross
AJ Spence
Site & Location Plans, Elevations & Floor Plan
JR As Noted 09.05.23 001 A1
X
A - Planning Queries 25.05.23
B - Planning Clarification 25.05.23
Scale: NTS
OS SITE LOCATION PLAN1
Scale: 1:1250
SITE LOCATION PLAN2
Scale: 1:500
SITE
PLAN
3
Scale: 1:100
FLOOR PLAN4
Ridge Line
Rooflight
Rooflight
Roller Shutter DoorRoller Shutter DoorRoller Shutter Door
Escape
Door
Escape
Door
Proprietary Inspection Pit
Heated Office and Staff amenities
area with ceiling over + allowance
for storage above
Principle
Access
Door
1800
2266
5621
3473
1200
3559
2381
1200
2000
2493
6236
9087
6096 6096 6096 6096
24384
6096
6096
6096
18288
5000 5000 5000
Scale: 1:100
EAST ELEVATION5
Scale: 1:100
NORTH ELEVATION6
Scale: 1:100
WEST ELEVATION7
Scale: 1:100
SOUTH ELEVATION8
6096 6096 6096 6096
24384
5000
5000
5000
5000
5000
5000 6000
2549
8549
15.0°
6096 6096 6096
18288
6000
2549
8549
6096 6096 6096 6096
24384
6000
2549
8549
6000
2549
8549
15.0°
6096 6096 6096
18288
Proposed New Workshop building
with Heated Stand Alone Office
and Staff Amenities Area
476m² Total Floor Area
Existing Access
(to Remain as is)
7 No. (4 Staff + 3 Visitors)
Parking Spaces
Site Boundary
3627m² Total Site Area
Existing screen
planting to remain
Additional screen planting
(to match existing) to be
planted here
Site Boundary
3627m² Total Site Area
Site Location
Site 1
MacDuff Place
Kinross West
Kinross
DESIGN
Building is designed to BS 5950 (Industrial Spec)
BUILDING USE
Workshop Building with Associated Offices and Staff Amenities
OWNERSHIP / OCCUPANCY
The is under the applicants ownership and occupier.
MAIN STRUCTURAL STEELWORK
To be a single storey, single span steel portal framed building.
STRUCTURAL STEELWORK
All fabricated structural steelwork delivered to the site shall incorporate appropriate "UKCA" marking in order to conform to
the requirements of BS EN 1090-1
All Structural steelwork forming main frames and bracing members to be hot dip galvanised to EN ISO 1461.
RADON GAS
The proposed development is not within an area which would be deemed a Radon Gas Affected Area, as such no Radon
protective measures are required.
COAL MINING
The proposed new building is NOT within an area where coal mining has been carried out in the past or is proposed in the
future and is out with the coal mining reporting area as per the Coal authorities interactive viewer.
HEATING or COOLING
Building is to contain a stand alone heated area (<50m²), housing the office and staff amenities area, which is to be heated
by way of electric heaters.
FOUNDATIONS
Site to be excavated to formation level & all vegetable matter to be removed from site. All to be built off natural firm ground
conditions to satisfaction of engineer. Ground to have a bearing capacity of 80kN
All foundations to have a minimum ground cover of 450mm.
FLOORS
150mm concrete floor cast in situ. RC25/30 concrete mix with A252 mesh reinforcement cast over 1000 gauge polythene
Damp Proof Membrane, insulation is to be placed below the heated areas floor, all to set on 20mm sand blinding over
consolidated hardcore laid in layers no greater than 150mm.
Floors to be laid to falls where required.
EXTERNAL WALLS (CLADDING)
All side and gable walls to have composite panel cladding (down to levels show). All cladding to be complete with flashing's
& trims to be fixed to Galvanised Sheeting Rails (sleeved) bolted to frames. Sheeting rails to have anti sag system and rail /
column stays (at positions indicated) installed. Cladding and rails to be fitted and fixed in accordance with manufacturers
written instructions.
Heritage Green (RAL 6002) in Colour
BLOCKWORK (PERIMETER & BELOW INTERNAL DIVISION)
All to be 140mm thick dense concrete blockwork building of off strip foundation to perimeter and internal wall wall between
main space and offices and amenities area. Perimeter blockwork to finish at 1 course above FFL. Blockwork wall located
between the Offices and main area to be 2.8m high (from FFL)
ROOF
To be composite panel roof cladding. All to be complete with flashing's, trims and all to be fixed to galvanised purlins bolted
to frames with purlin stays fitted. Cladding to be fitted and fixed in accordance with manufacturers written instructions.
Heritage Green (RAL 6002) in Colour
ROOFLIGHTS
Rooflight panels to be positioned as shown on the floor plan.
INTERNAL WALLS (PERIMETER & BELOW INTERNAL DIVISION)
All to be C16 timber studs @ 600mm ctrs. 95mm studs where walls are located on the external perimeter of the building,
and 140mm C16 timber studs where walls are forming envelope between heated and unheated areas of the building.
complete with 25mm dpc faced spacer to blockwork and 25mm service void batten to inside face. All walls to have insulation
fitted between studs.
Internal partition walls to be 95mm C16 timber studs complete with deafening insulation installed.
All walls are to have plasterboard finish, taped and filled.
CEILING
Ceiling over Office and amenities area to be formed in JJI's @ 600mm ctrs with plasterboard finish to under side and 22m
chipboard finish to top side, with Loft roll 44 to be positioned between the joists
SURFACE WATER DRAINAGE
To be pre-formed trim line gutters all to be complete with 110mm Ø pvc downpipes connecting to sub-surface drainage
system. All Gutters & downpipes to be fitted and fixed in accordance with manufacturers written instructions. Surface water
drainage to connect to the existing site drainage system directing surface water to the SuDS which services the Kinross
West development plots. All to be in accordance with General Binding Rules (GBR's 10, 11 & 21) of schedule 3 of The
Water Environment (Controlled Activities) (Scotland) Regulations 2005 (CAR).
FOUL WATER DRAINAGE
To be discharge to the existing disconnection chamber located on the site, and to the foul sewer serving the site / plots.
ACCESS / ESCAPE
To be byway of personnel door (as shown on the floor plan).
All escapes to have a Minimum clear opening width of 800mm.
DOORS
Main vehicle access door to areas to be galvanised roller shutter door (as shown on the floor plans)
GENERAL
All works to be in accordance with the Building (Scotland) Regulations 2004 and all current amendments.
Any structural and external timbers to be pressure impregnated against insect, rot and fungal attack all finishes to be to
satisfaction of client
All works to be in accordance with the appropriate statutory bodies requirements and or approvals for the works and use, for
example; Perth & Kinross Council Planning & Building Standards, SEPA, Scottish Water & The Scottish Fire & Rescue
Service and any other bodies relevant to the proposals.
All proprietary materials to be fitted fixed and installed in accordance with manufacturers current written instructions and or
certification documents i.e. BBA certificates.
Any changes from the approved drawings and specification requested by client or contractor are to be fully approved by
Planning and Building Standards departments prior to implementation.
Campbell of Doune Ltd cannot accept responsibility for any changes from the approved documents.
3000 12500
Concrete Plat &
Ramp down to FGL
Concrete Plat
&
Ramp down
to FGL
Concrete Plat
&
Ramp down
to FGL
Proprietary Inspection Pit
Bin Storage &
recycling area
Accessible
Parking Space
13720
1100
2m high galvanised palisade
security fence to perimeter
2m high V Mesh
security gates
Existing timber fences forming house
to plot boundaries to remain as is
FFL = 114.350
(150mm above the existing
slab (to be removed) level)
Existing slab and sub base works to be fully
grubbed up and removed. Where possible,
existing materials which can be reused on
site should be set aside for re use in the
new proposals or for recycling elsewhere.
Existing slab and base works
Hardcore
yard area
Grassed area
0 2000 100004000 6000 8000
1:100
0 10000 5000020000 30000 40000
1:500
0 25000 12500050000 75000 100000
1:1250
1500
1500
Ø24000
Turning Circle
Grassed area
Concrete Plat
&
Ramp down
to FGL
N
W E
S
N
W E
S
N
W E
S
2.0m
high galvanised palisade security fence
2.0m
high Green V mesh security fence
2.0m high Green V
mesh security fence
2.0m high
Green V mesh
security fence