LDN Architects Revision Draft Report Issued to Client for Approval 09.12.20 1St Issue 10.12.20 Issued to Planning for Approval

Provan Hall Restoration External Infrastructure Works

Design Statement

December 2020

LDN Architects Revision Draft report issued to Client for Approval 09.12.20 1st issue 10.12.20 Issued to Planning for approval

Provan Hall Restoration – Design Statement – External Infrastructure Works Contents

1.0 Project Directory Appendix A Existing Drawings 2.0 Project Introduction Appendix B Proposed Drawings 3.0 Executive Summary Appendix C Previously Approved Drawings 4.0 Project Objectives and Impact Appendix D Planning Meeting Notes 5.0 Description of Proposals Appendix E Historic Environment Scotland Site Visit Notes 5.1 Site Description & Brief Appendix F Mechanical and Electrical Drawings 5.2 Impact and Justification 5.3 Existing Building 5.4 Feeder Pillars within grounds 5.5 Courtyard Event Infrastructure 5.6 CCTV System 5.7 Lightning Protection

Provan Hall Restoration – Design Statement – External Infrastructure Works 1.0 Project Directory

Client Representative: Scott Ferguson Glasgow Seven Lochs Project Coordinator G31 1JF Glasgow City Council Development & Regeneration Services T 0141 287 5087 Andrew McConnell Project Management & Design Staff Director 231 George Street Wheatley Group Glasgow Wheatley House Niall Gallagher G1 1RX 25 Cochrane Street Project Development Officer Glasgow David Hunter-Wade G1 1HL T 0141 554 4411 Project Manager Tom Barclay T 0141 287 9234 Member of PHCMT board Client CDM Advisor: Group Director of Property and Develop- ment/ Provan Hall Development & Regeneration Services Project Sponsor: Community Management Trust Board Mem- Project Management & Design ber Glasgow City Council 231 George Street Seamus Connolly T 0141 274 6302 Glasgow Group Manager - Parks and Bereavement G1 1RX Services National Trust for Scotland Neighbourhoods and Sustainability Greenbank House Michael McSalley T 0141 297 6528 Flenders Road Senior Health & Safety Officer Clarkston Glasgow T 0141 276 0444 Delivery Group: G76 8RB

Glasgow City Council Lead Consultant, Architect & Principal Designer: Neighbourhoods & Sustainability T 0141 616 2266 Exchange House LDN Architects 231 George Street Friends of Provan Hall 57-59 Bread Street Glasgow Provan Hall House Edinburgh G1 1RX 11 Auchinlea Road EH3 9AH Glasgow Fiona McKinnon G34 9PQ Mark Hopton Assistant Parks Development Manager/ Partner Project Sponsor Representative John Dempsey Member of PHCMT board Emma Berry T 0141 287 4192 Chair of Friends of Provan Hall, Trustee PCMT Partner

Seven Lochs T 07421 000 584 Fiona Macdonald Lethamhill Golf Clubhouse Architect 1240 Cumbernauld Road Client Heritage Advisor: Glasgow Sandy Cameron G33 1AH Glasgow Building Preservation Trust Principal Designer Wellpark Enterprise Centre T 0141 287 5087 120 Sydney Street T 0131 222 2900

Provan Hall Restoration – Design Statement – External Infrastructure Works Cost Consultant: Services Engineer: Isobel Jones Gardiner & Theobald Harley Haddow Senior 3D Designer G1 Building 124-125 Princes Street 5 George Square Edinburgh Studio: +44 (0)131 553 0920 Glasgow EH2 4AD Mob: +44(0)7557677296 G2 1DY Mark Napier T 0131 553 0920 John McGee Director Partner Alistair Milne Ergadia Heritage: Angela Coia Technical Director Senior Associate Greenbank Bing San Glenmore Road T 0141 568 7300 Mechanical Engineer Oban Argyll T 0131 226 3331 United Kingdom Structural Engineer: PA34 4NB

David Narro Associates Landscape Architect: Robin Patel 34-36 Argyle Place Community Engagement Consultant Edinburgh Peter McGowan Associates EH9 1JT 86 Constitution Street T 01786 860 691 Edinburgh Steve Wood EH6 6RP Technical Director – Conservation Community Engagement: Peter McGowan T 0131 229 5553 Partner Building Learning 107 Willowbrae Road T 0131 261 6265 Edinburgh EH8 7HN

Interpretation Designer: Emma Griffiths Community Engagement Consultant Bright 3D Greenside House T 0131 661 2837 25 Greenside Place Edinburgh EH1 3AA

Ewan McCarthy Creative Director

Provan Hall Restoration – Design Statement – External Infrastructure Works Provan Hall Restoration – Design Statement – External Infrastructure Works 2.0 Project Introduction

The Category A listed Provan Hall is one of Glasgow’s oldest buildings, dating to the mid-16th century. Located within Glasgow’s Easterhouse, Provan Hall has been identified as a key gateway access point to the Seven Lochs Wetland Park. Its primary function will remain as a visitor attraction and community facility, with necessary enhancements to create a high quality offering with better facilities and interpretation within the limitations of its historic and architectural significance and physical size. Independent supporting accommodation is proposed for Provan Hall, though this is outwith the scope of the current commission.

The Seven Lochs Heritage Project is a £6.8 million project to develop the Seven Lochs Wetland Park as a place for people, nature and heritage. The project received £4.5 million funding from the Heritage Lottery Fund (HLF) in 2016 and the Provan Hall Restoration will be partly funded by this. Additional funding will be provided by Historic Environment Scotland’s Repair Grant programme.

Provan Hall is owned by the National Trust for Scotland and leased to Glasgow City Council. Upon completion of the restoration project, the building will be managed by the Provan Hall Community Management Trust, under a sub-lease from the Council.

Organisations responsible for the development and delivery of the Provan Hall Restoration include (in alphabetical order):

Friends of Provan Hall Glasgow Building Preservation Trust (GBPT) Glasgow City Council (GCC), Neighbourhoods and Sustainability Glasgow City Council (GCC), Development & Regeneration Services (DRS) Provan Hall Community Management Trust (PHCMT) Seven Lochs Partnership The National Trust for Scotland (NTS) West of Scotland Archaeological Service (WoSAS)

Provan Hall Restoration – Design Statement – External Infrastructure Works Provan Hall Restoration – Design Statement – External Infrastructure Works 3.0 Executive Summary

This statement report has been prepared to accompany an additional Planning and Listed Building Consent Application required as a result of design changes during RIBA Stage 3.

These changes comprise:

• Addition of feeder pillars within garden for event services • New CCTV system • New pop-up and wall mounted services within courtyard • Lightning Protection

The proposed changes follow stakeholder and statutory authority engagement during the design development phase and as part of a Fessibility Study undertaken by LDN Architects. Please refer to Appendix D for the previously approved drawings as part of applications 18/01909/FUL, 18/01910/LBA 19/02175/FUL, 19/02176/LBA and 20/00569/LBA.

Provan Hall Restoration – Design Statement – External Infrastructure Works 8

Provan Hall Restoration – Design Statement – External Infrastructure Works 4.0 Project Objectives and Impact

The Provan Hall Restoration Project is a critical part of the Provan Hall Gateway Project, and the wider Project Impact Seven Lochs Heritage Project.

The planned outcomes for the Provan Hall Gateway Project are: Investing in the visitor experience and community engagement at Provan Hall will enable the building to fulfill it’s potential as a visitor attraction, and ensure that it is protected into the future. 1. Provan Hall is restored, enhanced and brought into positive conservation management. Audience engagement with heritage is a primary aim of the project, and a significant increase in visitors 2. Built and cultural heritage at Provan Hall are more visible and accessible, and are better to the building and surrounding park are expected. explained through interpretation. The building is completely unique within Glasgow and it is essential that a wide range of visitors are 3. The landscape and habitats of Auchinlea Park are restored, enhanced and brought into positive welcomed to the building and that the building is suitably protected and monitored. conservation management.

4. Landscape and natural heritage are more accessible and are better explained through interpretation.

5. More people, and a wider range of people, learnt about and engaged with heritage.

6. People have developed heritage skills and knowledge through volunteering.

7. Provan Hall Community Trust leads the future management of Provan Hall and Auchinlea Park as a gateway to the Seven Lochs Wetland Park.

The Project is comprised of the following activities:

• Auchinlea Park Masterplan.

• Provan Hall Restoration.

• Establishment of Provan Hall Community Management Trust (PHCMT), which will take on management of Provan Hall and Auchinlea Park under a new lease following conclusion of Provan Hall Restoration.

• Community Engagement, and Community Benefit activities in conjunction with the above.

Provan Hall Restoration – Design Statement – External Infrastructure Works 2012 @ RCAHMS

Provan Hall Restoration – Design Statement – External Infrastructure Works 5.0 Description of Proposals

5.1 Site Description & Brief 5.2 Impact and Justification

Site Description The building will be used in the future to accommodate much higher visitor numbers than presently, this will include new visitor functions such as private events, performances and markets both within Provan Hall is located in Glasgow’s Easterhouse within Auchinlea Park, accessed by a drive from the courtyard and around the grounds. These new functions are essential in the business planning of Auchinlea Road. Originally 74 acres in size, Auchinlea Park is now considerably smaller at 20 acres, due Provan Hall, and will encourage a much broader range of visitors enjoy the building and surrounding to the development of Glasgow Fort which is short walk from Proven Hall. Glasgow Fort is popular area. retail centre which attracts several million visitors a year and the south elevation of Provan Hall is clearly visible from several viewpoints within it. The proposed additions to the proposals are primarily to provide the services infrastructure to allow these new functions to take place, and financially support the ongoing running and maintenance of Auchinlea Park is part of the Seven Lochs Wetland Park, a new large scale heritage and nature park this unique building. spanning the Glasgow City and North Lanarkshire Council boundaries. It comprises of seven ancient lochs and Provan Hall is considered to be a key gateway to the wetlands. In order to protect the building and users the project team have also developed a CCTV system and Lightning design which is also included in these proposals. The Provan Hall site comprises of a north and south block connected by screen walls to form a central courtyard. A walled garden surrounded by woodland is accessed from the west of the courtyard. Detailed impact and justification for each element of the proposals follows in the report sections listed Within the woodland is a SiMBA Tree of Tranquillity, a remembrance sculpture where each leaf below: represents a baby who has passed away. 5.4 Feeder Pillars within grounds Brief 5.5 Event infrastructure within courtyard The brief includes the repair of the building fabric, re-surfacing of the courtyard, new dressed heritage spaces and alterations to form a new welcome hub, office, flexible spaces and service spaces. 5.6 CCTV system

Following the previous Planning Permission and Listed Building Consent approvals there were elements 5.7 Lightning Protection of the briefing still to be developed including CCTV installation and events infrastructure. As a result the client commissioned a Feasibility Study to consider these elements in detail. This study was reviewed by the client team and design team, following which the detail design for these was agreed.

Provan Hall Restoration – Design Statement – External Infrastructure Works View from North-East View from South-West Courtyard View looking East

View from Garden View from Garden View from Garden

Provan Hall Restoration – Design Statement – External Infrastructure Works 5.3 Existing Building

Exterior

The existing building comprises of separate north and south blocks, connected by screen walls which form a central courtyard. The north block is the oldest part of the structure, thought to be dating from the mid-15th century, while the south block was re-modelled during the 18th century. The north block includes historic features such as a barmkin tower and an external access stair to the first floor.

Both structures are stone-built, the south block with a cement harled finish. The roofs are slated, pitched roofs while the tower has a conical slated roof. Windows are generally timber framed, with casement windows to the north block and sash and case windows to the south block. Doors are of timber construction, with boarded doors to the north block and panelled doors to the south block.

Interior

The ground floor of the north block comprises of painted stone vaulted spaces with stone floors, some of which are modern, while the first floor level comprises of plaster finish walls and ceilings with stone floors.

The ground and first floors of the south block generally comprise of plaster finish walls and ceilings, those on the ground floor level being modern. The second floor comprises of modern timber board linings. There are a variety of modern floor finishes throughout including tiling, carpeting and vinyl.

A stone stair connects the ground floor of the south block to the first floor while a particularly steep timber stair connects the first floor to the second floor.

The existing building has suffered from water ingress and this has affected many of the interior finishes, particularly in the north block.

Provan Hall Restoration – Design Statement – External Infrastructure Works 57 - 59 Bread Street, Edinburgh EH3 9AH LDN Architects T: 0131 222 2900 E: [email protected]

Job Title: Provan Hall

Drawing Title: Existing Ground Floor Plan

Drawing Number: L(--)010 DRAFT

Scale: Date: Drawn: Reviewed: 1:50@A1/ Sept 2018 FM - 1:100@A3 BAKE OVEN

Revisions: * - - -

OFFICE EXHIBITION (KITCHEN)

B B

ST TEA PREP WC

WC ST COURTYARD HALL

LOBBY ST EXHIBITION A A

RECEPTION

EXHIBITION

STORAGE

Existing Ground Floor Plan N

1m 2m 3m 4m 5m 1:50

Job Title: Provan Hall

Drawing Title: Existing First Floor Plan

Drawing Number: L(--)011 DRAFT

Scale: Date: Drawn: Reviewed: 1:50@A1/ Sept 2018 FM - 1:100@A3

Revisions: * - - -

OFFICE

EDUCATION/DISPLAY B B

TEA PREP COURTYARD

HALL

A A

EDUCATION/DISPLAY

MEETINGS

STORE

INTERPRETATION

Existing First Floor Plan N

1m 2m 3m 4m 5m 1:50

Job Title: Provan Hall

Drawing Title: Existing Second Floor Plan

Drawing Number: L(--)012 A DRAFT

Scale: Date: Drawn: Reviewed: 1:50@A1/ Sept 2018 FM - 1:100@A3

Revisions: A 23.10.2018 Hatches omitted.

STORAGE

ST B B

COURTYARD

ST ST

A A

STORAGE

Existing Second Floor Plan N

1m 2m 3m 4m 5m 1:50

Job Title: Provan Hall

Drawing Title: Existing Gable Elevations

Drawing Number: L(--)032 DRAFT

Scale: Date: Drawn: Reviewed: 1:50@A1/ Sept 2018 FM - 1:100@A3

Revisions: * - - -

EAST ELEVATION

WEST ELEVATION

Existing Gable Elevations

1m 2m 3m 4m 5m 1:50

Job Title: Provan Hall

Drawing Title: Existing North Range Elevations

Drawing Number: L(--)030 DRAFT

Scale: Date: Drawn: Reviewed: 1:50@A1/ Sept 2018 FM - 1:100@A3

Revisions: * - - -

NORTH ELEVATION AS PROPOSED

SOUTH ELEVATION AS PROPOSED Existing North Block Elevations

1m 2m 3m 4m 5m 1:50

Job Title: Provan Hall

Drawing Title: Existing South Range Elevations

Drawing Number: L(--)031 DRAFT

Scale: Date: Drawn: Reviewed: 1:50@A1/ Sept 2018 FM - 1:100@A3

Revisions: * - - -

SOUTH ELEVATION AS PROPOSED

NORTH ELEVATION AS PROPOSED Existing South Block Elevations

1m 2m 3m 4m 5m 1:50

Job Title: Provan Hall Restoration

Drawing Title: CCTV PP & LBC External Works Plan

Drawing Number: PP

Scale: Date: Drawn: Reviewed: 1:50@A1/ Aug 2019 FM EB 1:100@A3

Revisions: DRAFT

KEY

500mm buff flint gravel drainage channel as per NBS Q23

75mm deep new York stone paving with riven finish. 600wide x random lengths as per NBS Q25

Aco Slot drain as per NBS Q10

Perforated pipe and gravel drain

500 x 500mm edge slabs of 75mm deep new York stone with riven finish as per NBS Q25

Existing levels based on topological survey information Proposed levels based on topological survey information and to be checked by contractor on site External water tap *Location of valves to be agreed on site.

External socket

External ground uplighting

Over door bulkhead fitting

CCTV Camera

1m 2m 3m 4m 5m 1:50

Provan Hall Restoration – Design Statement – External Infrastructure Works Notes:-

This drawing is supplied for illustration purposes only.

Charles Endirect standard BDP & CFP range of 5.4 Feeder Pillars within grounds feeder pillars have a detachable root section. the smaller pillars SMP, FMP have a fixed root.

The root section is usually planted below ground and 1000 325 bolted to a secure concrete foundation. Proposals: PILLAR SPECIFICATION: The foundation size & concrete mix will need to be New feeder pillars for water, power and data to be installed in two locations within the grounds of specified by your civil engineer with respect to the pillar size, weight, site location & ground soil Provan Hall. These will be coloured dark green to blend in with the landscaping. conditions. Type: BDP120 Midi Pillar Justification: Weight: 135Kg The primary reason for this change is to provide flexible events provision to meet the needs of the Working depth: 305mm CHARLES ENDIRECT LTD WD business plan for the building. These services will allow private events such as weddings, corporate Door aperture: W894mm x H1050mm events and concerts to take place away from the main building amongst the beautiful and spacious Backboard protection: 12mm fully treated plywood

DANGER landscaping. This will generate essential income for the ongoing management and maintenance of the 230V / 400V AC Backboard size: W980mm x H1150mm building. Construction: 3mm steel

1250 Corrosion protection: Hot dipped galvanised BS EN ISO 1461 Heritage impacts & mitigation: Doors: Single door The feeder pillar unit has been chosen to be as aesthetically minimal as possible, and locations selected Door Hinges: Stainless steel block where they are partially concealed by the landscaping. In addition the location of these will ensure that visual impact from the building is minimal. Door locks: Tri head Door seal: Designed to IP55 Root: Bolt-on (detachable) Root fixing holes: M10 Door label: Hazard warning to BS 5378

Issue Status Date Approval 300 Notes:- A Proposed 22/08/19 ISW ELECTRICAL: Internal view. Incoming supply: Private Operating voltage Uo: 400V a.c. 50Hz OPTIONS:Design current Ib: 100A Earthing: TN-S

Hasp & stapleLEGEND: for pad lock 01 Main incoming cable (by others) =<16mm² 5C SWA Drawn:- Ventilation02 louvreConnection slots to earth (door rod if required only) (by others) 11 ISW 10 03 Earth bonding stud Dim:- Scale:-

DANGER 04 Earth bonds to pillar body & doors 400 VOLTS AC Standard powder coat finish Green RAL6005 mm NTS

DISTRIBUTION 12 BOARD No. 1 05 Earth bonding terminal block T T

O O

ISOLATE BEFORE REMOVING COVER Standard06 powderLabel electrical coat safety finish connection Grey - do not removeRAL7000

9 230V 32A 3P IP67

348 13 400V 63A 5P IP67 400V 63A 5P IP67 CEE 16194 07 IP65 Polycarbonate enclosure fitted with 125A 4P Switch disconnect with rotary padlock off handle. CEE 16238 CEE 16238

O O O OFF Standard powder coat finish black RAL9005 14 08 IP65 Polycarbonate enclosure fitted with 100A TPN power Other non-standarddistribution block finishes available on request 09 IP65 Polycarbonate enclosure fitted with: Wessex Way, Wincanton Business Park 8 1 x 16A 30mA DP RCBO - MK Masterseal socket Wincanton, Somerset, BA9 9RR 1 x 32A 30mA DP RCBO - 32A 3 Pin commando socket T: +44 01963 828400

DANGER 400 VOLTS AC 1 x 63A TP MCB (C) + 30mA RCCB add-on unit - 63A 5 Pin commando socket F: +44 01963 828401 MAIN ISOLATOR

ISOLATE BEFORE REMOVING COVER 10 75mm² Galvanised trunking e: [email protected] 15 www.charlesendirect.com 11 75mm² Galvanised trunking 7 16 12 IP67 63A 5P 400v switch interlocked socket ALL SUBJECT MATTER OF THIS DRAWING IS THE SOLE PROPERTY OF Door opens CHARLES ENDIRECT LTD. ANY REPRODUCTION IN PART OR AS A 13 Spare space for future socket =

933 16 MK Masterseal TSSO Project:- Drawn:- SAFETY ELECTRICAL CONNECTION 6 DO NOT REMOVE 17 IP67 32A 3P 230v switch interlocked socket ISW 19 Dim:- Scale:- PROVAN HALL 18 Spare space for future socket =

Ambient Conditions: -5 Deg C to +40 Deg C ALL SUBJECT MATTER OF THIS DRAWING IS THE SOLE PROPERTY OF CHARLES ENDIRECT LTD. ANY REPRODUCTION IN PART DrgOR AS ANo:- Insulation: Protection Class II WHOLE WITHOUT THE WRITTEN PERMISSION OF CHARLES Impact Strength: IK 08 (5 Joule) to DIN EN 50 102 ENDIRECT LTD IS PROHIBITED. TEMP PQ340819 Ingress Protection: IP65 - Dust Proof and Water Jets Project:- Electrical Parameters: Rated Current 630A PROVAN HALL Insulation Voltage AC/DC 690 SOCKETFEEDER PILLARSheet Burning Behaviour: Glow Wire Test 960 Deg C 1 of 3 A3 IEC 60 695-2-1 Temperature Resistance: -40 Deg C up to +120 Deg C Title:- UV Resistance: Direct Sun Radiation PQ340819 Chemical Resistance: Acid & Lye 10%, Petrol and Mineral Oil 21 Toxic Behaviour: Silicon & Halogen Free Drg No:- TEMP PQ340819

Sheet Provan Hall Restoration – Design Statement – External Infrastructure Works 2 of 3 A3 5.5 Courtyard Event Infrastructure

Proposals: It is proposed to install a recessed feeder pillar in the north-west corner of the courtyard, new external 57 - 59 Bread Street, Edinburgh EH3 9AH D Architects T: 0131 222 2900 lighting, external sockets and two water taps. E: [email protected] Job Title: Provan Hall Restoration

Drawing Title: Lighting has been chosen to provide safe access around the building on dark evenings and also to CCTV PP & LBC External Works Plan highlight and celebrate the building. Service outlets have been chosen to be as discreet as possible, Drawing Number: allowing for a broad range of visitors to use the space in a variety of ways, whilst minimising the visual PP

Scale: Date: Drawn: Reviewed: 1:50@A1/ Aug 2019 FM EB impact when not in use. All architectural lighting is in-ground, with the exception of emergency fittings 1:100@A3

which are over-door bulkhead fittings. Revisions: DRAFT

Justification: These interventions are required to support the business case for the refurbishment project, and to sustain ongoing maintenance and management. Due to the small proportions of internal spaces it is required that the client maximise the external areas for events and income generating activity. This

KEY infrastructure will allow that whilst ensuring any visual impact is minimised. 500mm buff flint gravel drainage channel as per NBS Q23

75mm deep new York stone paving with riven finish. 600wide x random lengths as per NBS Q25 Heritage impacts & mitigation: Aco Slot drain as per NBS Q10 Perforated pipe and gravel drain Appropriate specifications have been selected to ensure they are suitable for the building. Locations 500 x 500mm edge slabs of 75mm deep new York stone with riven finish as per NBS Q25 have been carefully agreed to minimise any impact on the built fabric, in particular on the North Block Existing levels based on topological survey information Proposed levels based on topological survey information and to be checked by which will have no fixings into the fabric at all. contractor on site External water tap *Location of valves to be agreed on site.

External socket

External ground uplighting

Over door bulkhead fitting

CCTV Camera

1m 2m 3m 4m 5m 1:50

Provan Hall Restoration – Design Statement – External Infrastructure Works > AW1502 Lamp Standard Pole

Height range 3m - 15m

Altron lamp standard CCTV poles are a versatile, high specification range of poles, designed to look like traditional lamp posts, but are very heavy duty, specifically to give the rigidity required for CCTV camera mounting.The range is ideal for medium to heavy duty applications, including dual CCTV and lighting, where we offer a full range of accessories to support this use.There are also lighter duty (LD) models, which are more economically suited for fixed camera and light PTZ installations.

Typically used for the following types of installation o Public area urban CCTV o Railway platforms & car parks o Highways o Car parks o Industrial and commercial premises o Retail Parks o Schools and universities o Sports stadia

Security Features & Tilt Down o Internal cabling o Close fitting flush doors Tubular Poles Fixed Poles Tubular o Solid secure heavy duty door locks o Anchor bolts below ground level

General Features o Stable structures for all camera types o Versatile range with many accessories for both CCTV and dual lighting use o Double door versions available for dual CCTV and lighting, keeping services separate o Enlarged door version available where additional equipment mounting capacity is required o Compartments have doors that are close fitting and flush with heavy duty secure locks and are complete with treated backboard o Available in bolt down and embedded/direct burial versions o A wide range of standard Altron accessories and Brackets available o Pole adaptations available to suit customers/project specific requirements o Constructed in high tensile steel and hot dip galvanised after fabrication for durability o Option of painting over the galvanised finish in colours available from BS and RAL colour charts o Also available in 316 stainless steel, architectural finish o For design, manufacturing and finishing standards, see details on page 107

5.6 CCTV System

Proposals: It is proposed to install three free standing CCTV posts in the grounds and two wall mounted cameras in the courtyard. The posts will be simple in style and be painted dark grey to match the rainwater goods. Wall mounted cameras have been chosen to be as small and simple as possible, with fixings allowed only into mortar joints.

Justification: The building has suffered greatly over the years from anti-social behaviour and verious more impactful measures have neen used such as window grilles. The cameras are essential for the protection of the building from similar such acts of vandalism.

Heritage impacts & mitigation: Appropriate specifications have been prepared to limit any visual impact of these cameras, locations chosen to avoid key sightlines and no fixings are proposed into the North Block. AW1502 Lamp Standard Pole < Technical Specification AW1502/10/DD AW1502/6 AW1502/6

AW1502 PT Options No. 25 www.altron.co.uk Due to our policy of continuous productDual improvement Lighting/CCTV specifications may change withoutOrnate notice Standard Access cover plate and /A C cable restraining bar Decorative banding /B High security locks /HS

400 Screw in swan neck adaptor /SN Washer bottle conduit /W LIGHTING Double door /DD SPIGOT Enlarged door aperture /ENAP /LS M25 /TS POLE CONDUIT Tamper switch SHOWN WITH EXIT Lighting spigot /LS EXTRA ITEMS DECORATIVE All camera mounting plates are /B BANDING Ø 127 with 8 No Ø 8.5 AND SCREW IN equi-spaced on 101.6 PCD. SWAN NECK ADAPTOR /SN Ø 40 thro’ column spacer

ØB POLE Poles complete with treated SHOWN WITH equipment mounting board EXTRA ITEMS inside compartment. Earthing & Tilt Down PMB/SPT BRACKET A lugs within pole and on door DOUBLE DOORS /DD Tubular Poles Fixed Poles Tubular AND LIGHTING ARM (MADE TO REQUIREMENT)

Embedded Base

ØB2

W C SECURE LOCK 350 H 250

CABLE DUCT 23

FOR FOUNDATION & BOLTING DETAILS REFER TO PAGE 29 Provan Hall Restoration – Design Statement – External Infrastructure Works Model No. Height Max equip Max Shaft Base Base Door Product in mtrs weight equip ØB ØB2 height aperture weight Accessories A at top surface C size kgs kgs area HxW Top mounting brackets for Fixed and PTZ P76 m2 cameras

Light DutyÆKpg`ZXccp]fiÔo\[ZXd\iX#jdXccGKQXe[[fd\`ejkXccXk`fej Swanneck brackets for Dome cameras P81 AW1502/5LD 5 25 0.25 139 219 1500 362x126 135 Anti-climb guards P77 AW1502/6LD 6 25 0.25 139 219 1500 362x126 153 Clamp-on camera mounting brackets P79 AW1502/7LD 7 25 0.25 139 219 1500 362x126 171 Telemetry box mounting brackets P77 Standard DutyÆ=fijkXe[Xi[GKQXe[dlck`gc\Ôo\[ZXd\iXXe[[fd\`ejkXccXk`fej AW1502/3 3 40 0.25 139 219 1100 362x126 99 Pole top mounting cages P83 AW1502/4 4 40 0.25 139 219 110 0 362x126 117 PIR mounting ring P84 AW1502/5 5 40 0.25 168 273 1500 462x126 192 AW1502/6 6 40 0.25 168 273 1500 462x126 214 AW1502/7 7 40 0.25 168 273 1500 462x126 236 Quick reference AW1502/8 8 40 0.25 168 273 1500 462x126 258 AW1502/9 9 40 0.25 219 323 1900 425x177 382 Single fixed camera knuckle PTS-1 AW1502/10 10 40 0.25 219 323 1900 425x177 453 Twin fixed camera bracket TB2-600F AW1502/11 11 40 0.25 273 355 1900 425x177 657 AW1502/12 12 40 0.25 273 355 1900 425x177 700 Half swanneck for dome AW1699H AW1502/13 13 40 0.25 273 355 1900 425x177 743 Full swanneck for dome AW1699F AW1502/14 14 40 0.25 273 355 1900 425x177 786 AW1502/15 15 40 0.25 273 355 1900 425x177 829 Anti climb guard SGC

Heavy Duty – Typically for high loading dual camera and lighting applications or extended offset arms PIR mounting ring AW1962 AW1502/8HD 8 80 0.5 219 323 1900 425x177 353 %GGIWWSV]FVEGOIX ATBC AW1502/10HD 10 80 0.5 273 355 1900 425x177 614 Where payloads are greater than those stated above, please contact Altron All dimensions in mm unless stated otherwise

Due to our policy of continuous product improvement specifications may change without notice www.altron.co.uk 26 57 - 59 Bread Street, Edinburgh EH3 9AH D Architects T: 0131 222 2900 E: [email protected] NOTES

Lighting tape fittings will be grey at slate Job Title: level to match the slate, buff at walls and Provan Hall Restoration fixed into masonry joints. No fixings into stone are permitted.

Drawing Title: Tape visible at chimneys PP & LBC Elevations

B Drawing Number: PP

COURTYARD

Scale: Date: Drawn: Reviewed: 1:100@A1/ Sept 2018 FM EB 1:200@A3 A

Revisions: A 12.11.2020 FM Revised with reduced design. Issued to Client for discussion.

Tape beneath slate

ROOF PLAN PROPOSED

5.7 Lightning Protection

Tape beneath slates Proposals: Tape beneath slates It is proposed to install lightning protection to comply with BSEN 62305.

57 - 59 Bread Street, Edinburgh EH3 9AH D Architects T: 0131 222 2900 E: [email protected] Justification: NOTES

Lighting tape fittings will be grey at slate Job Title: These interventions are required to protect this building from possible lightning strike, whichlevel has to match the the slate, buff at walls and Tape internally Provan Hall Restoration Tape beneath slates Tape internally fixed into masonry joints. No fixings into Tape behind downpipe Tape exposed potential to cause extreme damage to the fabric. stone are permitted. Tape exposed

Wall Drawing Title: mounted socket Tape visible at chimneys PP & LBC Heritage impacts & mitigation: Elevations NORTH ELEVATION AS PROPOSED EAST ELEVATION The design prepared is the minimum intervention required to meet the British Standard. We have SOUTH ELEVATION AS PROPOSED B worked with the design specialist to discuss options and limit the material installed. DrawingProposed Number: flue outlet behind chimney Tape beneath slates Tape exposed at chimney Tape exposed at chimney Tape exposed at chimney Tape exposed at chimney Emergency lighting PP Wherever possible the fittings will be beneath slates or behind rainwater goods to conceal them as Tape under slate

COURTYARD Emergency lighting much as possible. The chimneys remain one of the few locations where the fittings will be visible. Tape Scale: Date: Drawn: Reviewed: behind 1:100@A1/ Sept 2018 FM EB gutter/slate New flue outlet in existing opening 1:200@A3 Tape laid along top of wall A Tape Tape behind behind Fittings will be coloured grey to match slate and buff to match the stone depending on location. Fixings downpipe downpipe

Revisions: will be made into mortar joints only and not into stone. CCTV A 12.11.2020 FM CCTV Tape beneath slates Camera Revised with reduced design. Issued to Client for Camera Tape exposed discussion. Tape exposed Wall mounted socket Tap Tap WEST ELEVATION Tape beneath slate SOUTH ELEVATION AS PROPOSED NORTH ELEVATION AS PROPOSED ROOF PLAN PROPOSED

1m 2m 3m 4m 5m 1:50

Tape internally Tape beneath slates Tape internally Tape behind downpipe Tape exposed Tape exposed

Wall mounted socket

NORTH ELEVATION AS PROPOSED EAST ELEVATION SOUTH ELEVATION AS PROPOSED

Proposed flue outlet behind chimney Tape beneath slates Tape exposed at chimney Tape exposed at chimney Tape exposed at chimney Tape exposed at chimney Emergency lighting Tape under slate

Emergency lighting Tape behind gutter/slate New flue outlet in existing opening Tape laid along top of wall Tape Tape behind behind downpipe downpipe

CCTV CCTV Tape beneath slates Camera Camera Tape exposed Tape exposed Wall mounted socket Tap Tap WEST ELEVATION

SOUTH ELEVATION AS PROPOSED NORTH ELEVATION AS PROPOSED

1m 2m 3m 4m 5m 1:50

Provan Hall Restoration – Design Statement – External Infrastructure Works