Govan Institute of Piping Design Analysis by Sean McQueenie

P L A N N I N G

PREPERATION & BRIEFING

CONCEPT DESIGN

SPATIAL COORDINATION

GLASGOW CITY DEVELOPMENT PLAN 2019 TECHNICAL DESIGN

FEASIBILITY STUDY Needs of the site and community were assessed to form Project Brief utilising the Place Standards analysis tool (A&DS), Equally Well (Scottish Government, 2008), Glasgow Centre for Population Health and National Records for Scotland statistics. These were addressed as per the guidance and policies set out in the Green Infrastructure Policy (Scottish Government, 2011); Designing Streets (Scottish Government 2010); Glasgow City Council’s Central Govan Action Plan (2006), Govan Conservation Area Appraisal and Management Plan (GCC, 2016) Water Row Design Framework (2017) and Glasgow City Development Plan (GCC, 2017). They should also demonstrate understanding of and build upon the outcomes of reports such as the Archaeological Evaluation (2007) and subsequent Desk Top Study for Govan Housing Association of Water Row (2018), Govan Conservation Appraisal (2008), Govan-Partick Charrette (2015) and Imagine Govan Manifesto (2017) and supported by The Clyde Plan, Clyde Area Management Plan and Metropolitan Glasgow Strategic Drainage Plan. Initial appraisal of potential site(s), opportunities and constraints were then carried out while being mindful of proximity to neighbouring properties, privacy/overlooking of residential buildings, heights, certified views, overshadowing, appearance, layout, density to produce options which best meet the Client Requirements and are compliant with Planning (Scotland) Act 2019 and Scottish Planning Policy (2020). Draft and practice Project Budget, Programme and Quality Assurance procedures, assuring client of quality and efficiency of practice. ISO 9001 - Quality Management sets out requirements of a Quality Management System to ensure it meet needs of customers and other stakeholders. ISO 14001 - Environmental Management should also be adopted. Pre-Construction Health & Safety Information collation to be initiated under the Health & Safety at Work Act 1974. Site surveyor to accurately and thoroughly record and map out above and below ground constraints and existing infrastructure (electricity, gas, sewage, manhole covers (noting feasible proposed relocation points of any clashing/overlapping/invasive issues) Additional Assessments Required Cost Plan Building Viability Assessment

INFORMATION EXCHANGES STAGE 0: Client Requirements Business Case

NOTICE OF INTENT - MAJOR DEVELOPMENT WORKS, GLASGOW Page 18 of the Scottish Government’s Planning Note 3/2010: Community Engagement (2010) sets out the mandatory process for engaging with the community due to the size and nature of the proposed development as defined in the Town and Country Planning (Hierarchy of Development) (Scotland) Regulations 2009, Reg 2 (as per Schedule 1). While the scheme at first may not appear wholly in-keeping with the historic context, Section 143 of Scottish Planning Policy (2020:34) notes that “Proposals that do not harm the character or appearance of the conservation area should be treated as preserving its character or appearance.” The case is also made that this landmark scheme promotes job creation (construction and in-use) and capitalises on extensive existing skills and factory facilities in area (brick laying, metalwork, off-site manufacture, glazing...) diversifying employment opportunities to stimulate the local economy (from place standards and demographic analysis in 4B doc), increase tourism (reasons to visit, reasons to stay); promotes links from city to site (with wider masterplan from Partick to Ibrox) as well as increasing environmentally friendly and welfare-improving use of waterway and modes of transport to site and; the creation of more social housing in immediate masterplan alongside stimulation of vacant land and development of a contaminated brownfield site. This multi-faceted approach and response to the initial wider area analysis helps to promote the attractiveness and viability of the scheme in the view of planners and national politicians as it marries with citywide and local development plans, meeting the ‘Glasgow Standard’ for developments (Water Row Design Framework, 2017: 39). A Design & Access Statement (DAS) in-line with PAN68/2003 Design Statement guidance is submitted with the Pre-App Report for planners’ consideration Obtain PreApplication (PreApp) advice from Local Planning Authority (LPA), in this case Glasgow City Council (GCC). Pre-App Screening recommended due to scale. Forms filled and information provided as outlined under Planning (Scotland) Act 2006, Section 35A(1)

Proposal of Application Notice for GCC to determine scale and format of any additional consultation requirements as per Town and Country Planning (Heirarchy of Development) (Scotland) Regulations 2009

Pre-App Process - 3 Levels of Consultation - Minimum 12 Week Process Council and statutory community consultations conducted as advised by planning department to build support with locals and stakeholders as per Planning (Scotland) Act 2006, Section 35A(1) & PAN 3/2010 guidance. Client & stakeholder meeting schedule should also include time for: • Non-essential engagement acknowledging interests of Govan Heritage Trust, Showpeople (living on northern part of site), grassroots groups and specialist consultants to understand how best to apply the guidance in PAN 59: Improving Town Centres and PAN 77: Designing Safer Places • Further/tertiary consultations as advised in Central Govan Action Plan’s ambition to pursue ‘co-creation’ and desired by architect and client group (Govan Schools Pipes & Drums Association/GSPDA) to promote engagement with wide variety of local community members (the local experts) to gain an intrinsic understanding of and develop empathy with local issues, hopes and opportunities for inclusion in final proposal. Client groups’ mission statement is to break down social and lingering sectarian barriers in the area to encourage diversity, inclusion and growth

Site Assessments and Consultant Information Required for Integration with Architectural Concept and Engineering Strategies and Analysis for Progression Archaeological Survey, Environmental Survey to include: Arboricultural & Tree Survey (to BS3998:2011 and BS5837:2012), Wildlife Study, Flood & Water Risk Assessments, Light Detection and Ranging (LiDAR) topographical survey of site to accurately map ground information, Geological and geotechnical/radar survey of below-ground conditions to ascertain existing infrastructural and subterranean conditions/constraints, Noise Survey (Traffic, construction and in-use), Traffic Impact Assessment (in-line with PAN 75 - Planning for Transport), Resident Impact Study and other specialist input with all information planned, coordinated and actively monitored. The development is also on a brownfield site so study of ground conditions and assessment of potential re-use of building materials in construction of this scheme could be advantageous to the sustainability strategy PLACE STANDARD - RESULTS

Information Exchanges: Project Brief Feasibility Studies Site Information Project Budget Project Programme Procurement Strategy Responsibility Matrix Information Requirements

DATE: 13.10.2017

Information Exchanges:

Assessment Area: Govan Date of Assessment: 2017-10-13 Participants:

Project Brief Derogations Community Consultation Documents Signed off Stage Report Project Strategies Outline Specification Cost Plan Submit Pre-App Report & DAS

When you have answered all the questions, each point on the compass can be joined to produce a graph that indicates the relative strengths of the place. The diagram will show you at a glance, where your place has done well, and where there is room for improvement. Where it has done well, the diagram will reach the edge of the circle. Where it has done poorly, it will touch the centre.

‘Drivers of Engagement’ Collective Architecture (2018a: 39)

Prepare & submit Pre-App Consultation Report with Design and Access Statement (DAS) (prepared on basis of PAN 68/2003 guidelines) and all planning drawings and information for Planning Permission. If deemed to significantly contravene Development Plan then Pre-Determination Hearing must be attended 4 month min. determination period

Compulsory Purchase Order under Acquisition of Land (Authorisation Procedure) (Scotland) Act 1947 depending on who owns the land where the travelling community currently resides. Part of the purpose of the secondary level of consultations detailed above is to ascertain the availability of the land and encourage early collaboration with the Showpeople on moving to a more suitable location or permanent accommodation within wider masterplan (developed in-line with PAN 83: Master Planning). Planning Application to include consolidated detailed architectural, landscape architectural, engineering, surveyor, specialist and sub-contractor site information and coordinated site-wide infrastructure drawings pertaining to existing and proposed conditions. This requires full collaboration with design team for designs to comply with and satisfy Scottish Planning Policy (2020) under Town & Country Planning (Scotland) Act 1997. Conservation Area Consent and Tree Works will most likely be required under Section 61 of Planning (Listed Buildings and Conservation Areas) (Scotland) Act 1997 based on information and policy from Historic Environment Scotland (2020) and PAN71 Conservation Area Management

TIME

Decision & Discharge of Planning Application: Granted (3 year validity) Granted with Conditions Rejected - appeal routes and/or revised and resubmitted

Use Classes: 1) Shops for a) Workshop retail and c) Box office; 3) Food & Drink; 4) Business; 5) Industrial; 7)Hotel & 11) Assembly & leisure

Information Exchanges: Signed off Stage Report Project Strategies Updated Outline Specification Updated Cost Plan Project Reviews Planning Application including: Advertisement and Conservation Area Consent Tree Works

SITE HAZARDS, CONSTRAINTS, RISKS & ACTIONS

In order for the planning application to achieve a favourable outcome, the scheme aims to demonstrate how it fits with the Glasgow City Development Plan (CDP) by Glasgow City Council (2017), which sets out 12 actions policies for the future growth and prosperity of the city based on the strategic outcomes for Glasgow to be: A vibrant place with a growing economy; A thriving and sustainable place to live and work; A connected place to move around and do business in; and A green place which is resilient, accessible and Architectural engineering solutions are developed on(Scotland) the positive outcome from the Planning Application attractive,and building on the Principal Planning Policies of based Planning Act 2019.

in-line with those set out on the following two pages (Building Regulations and Environmental & Structural Strategies). CDP1 Placemaking Principle + CDP2isSustainable Spatial Strategy Design teamThe building systems information coordinated - BIM software could be used to expedite the process and As aaccuracy, new landmark, class entertainment venue addition to solutions the Armadillo and of theQuality Hydro inManagement West Central Glasgow, opposite increase clash world detection and resolution withinintegrated as part procedures the striking Transport museum, the proposal aims to demonstrate that it has the potential to draw visitors from across the world to play, (ISO-9001), alongside preparing and integrating specialist subcontractor information while prototyping and testing for compete in and be entertained by international piping competitions and be taught by world-leading pipers and bagpipe craftspeople. off-site financially Quality reflective Assurance Procedure Stageswith 4 and would and be the Themanufacture. Govan Institute ofA Piping (GIP) and uses time-prudent robust, rugged materials of both Govans’atfabric, brick5cladding flooring, distinctively in GovanRequirements and Ibrox moreof than the sandstone typifying Glasgow, combined with red paving and basalt inclusion in the used Employers’ a Construction Management Team employed bysandstone the Client to check all setts evocative stage of the drawings historic seatbefore of the certifying Kingdom ofand Strathclyde which Govanteam was the Dumbarton Rockreduce atop an fiextinct volcano construction issue to(of construction to capital) increaseatquality control, nancial further down the Clyde, while utilising steel construction for which Govan is most commonly renowned. The courtyard and hotel wings implications of issues and ensure compliance with regulations and standards. are reflective of the scale, form and orientation of the houses which occupied Water Row before the world famous shipyards, clad in a soft white brick in homage to their brilliant white render. Most importantly, the scheme is developed on derelict, vacant land for and by the community them with adequate space toSite act asLogistics a meeting Mobilisation forum, to increase social cohesion and breakUpdate down anyPrelingering Construction Phaseto provide Plan including Construction strategy is prepared. sectarian or ethnic& barriers. well connected, population are able toprior prosper when provided with the right opportunities Construction Health Safety Ainformation anddiverse circulate with contractor to commencement on-site. Submit form and socio-spatial equity by meeting to learn about their areas’ history, or over a coffee, at the community’s youth performances, or at ceilidhs F10 towiped HSEout if applicable. and festivals, restoring a sense of pride and ownership by the death of the shipyards. CDP3 Economic Development Principal Designer to submit accurate and current Building Warrant drawings and information to LPA through ePlanning GIP aims to reboot the localDepartment economy and market by diversifying employment routes (Scotland) - through studies PortalThe to Local Building Standards onstimulate behalf ofGovan’s client, job demonstrating compliance with Building in 4B it was evident that the majority of opportunities were stunted and low-rank service sector roles. The GIP capitalises on the Act 2003 and Building (Scotland) Procedures Regulations 2004 in the Procedures Handbook. Compliance is essential intelligence and craft-based character of Govanites by providing roles both in its construction and in use, with apprenticeships available beforeinwork can commence. Building work Performance then carriedand outIndustrial to minimum requirements out inyoung Regulation 9 ofcan thechoose two interrelated streams post-completion Arts. In Performance,set talented apprentices to pursue qualifications in piping or drumming, or learn to ply their trade(2019). in sound Civic engineering, sound mixing, lightingAct control or stage Scottish Building Standards Technical Handbook - Non-Domestic Government (Scotland) 1982 management, and vocational licences courses towhere be developed in coordination the City ofbefore Glasgow Collegeisand James Watt contains provisionswith for practical public entertainment the appropriate bodieswith are consulted a licence granted, College. Four avenues exist within Industrial between carpentry, metallurgy, advanced plastic formation, and tannery as they combine similar liquor licensingelements process.assembled For fire to safety, e Management to to create the intricate form Th bagpipes and drums. Of Health And Safety At Work Regulations 1999 and The Fire Safety (Scotland) Regulations 2006 to be adhered to as per Section 70 of the Fire (Scotland) 2005 Act.

EXISTING ELECTRICITY CABLES SCOTTISH WATERWAYS & SCOTTISH PLANNING POLICY CABLES PREVAILING WIND. WIND/GEOTECHNICAL STUDY TO ASSESS IMPACT ON CONSTRUCTION SAFETY & WIND EXISTING GAS CABLES ELECTRICITY EXISTING CABLES LOADS (IN LINE WITH BSEN1991-1-4:2005+A1:2010)

MASTERPLAN SITE

DEVELOPMENT HIGH RISK AREA DUE TO COAL MINE/SEAM (THE COAL AUTHORITY) GLASGOW CITY DEVELOPMENT PLAN (CDP) 2019 4 - NETWORK OF TOWN CENTRES: 19B TOWN CENTRES REVIEW: LOCAL TOWN CENTRE CDP 4 - NETWORK OF TOWN CENTRES - ACTION PLAN 20: CENTRAL GOVAN ACTION PLAN (CGAP, 2006) CDP 8 - WATER ENVIRONMENT - SCHEME INTENDS TO FOLLOW THESE GUIDES (MORE DETAIL ON PAGE 2/3)

Environmental Noise (Scotland) Regulations 2006 and Glasgow Agglomeration: Noise Action Plan (2014) to be adhered to. Design of courtyard buildings shelters neighbours from direct noise from performances. Active dust controls (such as light water sprays to contain dust levels on dry days) to be implemented during construction in awareness of Control of Pollution Act, 1974, Clean Air Act, 1993, Environmental Act, 1994 and Environmental Protection Act, 1995.

Vibration from subway will impact upon the acoustic performances of the scheme with particular regard to the accommodation and recording/ rehearsal spaces which are planned in close proximity above the tunnels. Vibration of passing boats may also affect acoustics of auditorium. A vibration and noise assessment will be required to determine the impact of the subway network on the scheme, with particular regard to acoustic insulation, reducing flanking and direct transmission, dampening and separation and the effects of vibration on the overhead spaces. Civil and structural engineers and acoustic consultant to advise on details and recording studio to be placed out-with influence of subway impact zone. Auditorium acoustics detailed on page 3 with appropriate separation - minimum standard set by BR s.5. Contaminated Land Hazards Scott Bennett Associates’ Desktop Survey Report in Collective Architecture’s 2018 Water Row Masterplan Report (Part B: Appendixes) notes contamination from former shipyards and dye-works on or near the site, with potential migration of contaminants from off-site locations to site, and from site to river. Information also obtained from Scottish Vacant and Derelict Land Survey (SVDLS) (Scottish Executive Statistical Bulletin 1999). Invasive geological and geotechnical assessments required to BS10175:2001 & BS5930:1999. Identification, remediation and development of contaminated land to follow Environmental Protection Act 1990 - Part IIA Contaminated Land and Contaminated Land (Scotland) Regulations 2005. Hazardous substances to be removed, filled or treated and safely disposed of in accordance with BR s3.1.6 to BS10175:2001 and BR s.3.1 & 3.2 regarding site preparation, harmful & dangerous substances and protection from Radon gas. SEPA and Construction Industry Research and Information Association (CIRIA) guidance to be followed. Building material performance on contaminated sites as set out in BR255:1994 should also be considered and advised upon by engineers.

CDP 9 - HISTORIC ENVIRONMENT - ARCHAEOLOGICAL SITES APPROXIMATE LOCATION OF DOOMSTER HILL BASED ON HISTORIC MAPS AND 2007 ARCHAEOLOGICAL SURVEY. GOVAN HERITAGE TRUST AND SPECIALIST TO ADVISE ON NEED FOR FURTHER WORK CDP 11 - SUSTAINABLE TRANSPORT - ACTION PLAN 49D AND EASTWEST ROUTE 50A SCHEME INCORPORATES 49D PLAN WHICH SEEKS TO IMPLEMENT A FOOTBRIDGE FROM WATER ROW TO THE RIVERSIDE MUSEUM FOR A MORE CONNECTED CITY CDP 11 - SUSTAINABLE TRANSPORT: EXISTING WATERFRONT FOOTPATH TO BE RESPECTED AND ENHANCED AS RIGHTS OF WAY EXISTING SUBWAY NETWORK TO BE MAPPED BY SURVEYOR. CIVIL ENGINEER TO ADVISE ON SUITABLE FOUNDATIONS. SPT TO BE ENGAGED AT LEAST 6 MONTHS PRIOR TO PLANNING APP TO ADVISE ON REQUIREMENTS

Bedrock is located 20-30m below surface with interstitial ground materials comprising granular alluvial soil and made ground from previous developments. The made ground may be liable to the generation of ground gas while the natural components of alluvial soils may contain high proportions of organic matter. Invasive ground/borehole surveys must be conducted to assess further precautionary measures. Substructures and foundations to be constructed to BR s.1 & 3 and as advised in PAN37 - Structure Plans, PAN49 - Local Planning and PAN 51 Planning and Environmental Protection and set out by Gas Appliance (Safety) Regulations 1995 and Gas Safety (Installations & Use) Regulations 1998 with particular regard to gas membranes/tanking, THIS DRAWING IS COPYRIGHT, RESERVED ANDfoundations REMAINS and THEretaining walls as advised by engineers. PROPERTY OF G3 CONSULTING ENGINEERS. Locations of existing infrastructure is also noted, as shown in the existing site diagram which will need to be avoided or re-routed subject to 10 advice from Civil Engineer and following standards noted in Hazards 2 & 3. THE CONTRACTOR AND HIS SUBCONTRACTORS/SUPPLIERS ARE Archaeology & Local Heritage TO VERIFY ALL DIMENSIONS AND Assets LEVELS ON SITE BEFORE Site located in conservation area beside several MANUFACTURE. key listed buildings. A cartographic and historical study of the site (Govan Archaeological 11 MAKING SHOP DRAWINGS OR COMMENCING Survey, 2007) unearthed evidence of medieval structures from Govan Cross to Water Row, the masonry wall of the slipway, previous shipyard works and structures on the western half of the site, with the location of an ancient burial site (Doomster Hill) at the eastern boundary. DO NOTCritical SCALE THIS DRAWING, ONLY USE FIGURED DIMENSIONS. that scheme demonstrates intent to respect and promote existing architectural character and enhance the experience of the area where THE CONTRACTOR IS positive TO BRING TOfrom THEGovan NOTICE OF THE possible to receive support Heritage Trust, Historic Environment Scotland and GCC. Steps have been taken to comply withANY Glasgow City Development Proposals (GCC, 2017)DRAWING and the Conservation Appraisal and Management Plan (2016) to conserve and ENGINEER DISCREPANCIES CONTAINED IN THIS regenerate Govan in a sensitive and appropriate way by increasing PRIOR TO WORK COMMENCING. WHERE REQUIRED THIS opportunities for enhancing pedestrian permeability, linking with Govan and wider Glasgow area with routes around site and with installation of bridge to Civil Engineers’ design from site to Riverside museum, DRAWING TO BE READ IN CONJUNCTION WITH ALL RELEVANT re-establishing important link between historic boroughs of Partick and Govan. Established or previous historic building lines are utilised to DESIGNprovide DRAWINGS AND SPECIFICATIONS. definition of the scheme, while space is included to provide interactive history exhibitions overlooking the old church. Application to be developed in-line with PAN 2/2011 - Planning & Archaeology and revised and resubmitted if rejected at Planning. ALL WORK TO CONFORM TO THE RELEVANT BRITISH STANDARDS. Destruction/erosion of local heritage. Planning (Listed Buildings and Conservation Area) (Scotland) Act 1997 and Historic Environments 12 (Scotland) Act 2014 sets out principles to be adhered to by proposals. Page 25 (Section 2C) and page 29 (Section 2D) set out key conditions of developments in conservation areas, principally maintaining views to the listed properties from all significant viewpoints and the sympathetic scale and appearance of the proposals. The scheme is designed to encourage visitors and tourists from Glasgow and further afield, arriving via the new footbridge from Partick, from central Govan, or by boat, from which aspects key views will be maintained while enhancing the engagement with the surrounding listed works with visual and educational connections from the proposal. The tallest height of the scheme is no larger than Govan Old Church and located furthest from the sensitive area. Construction of the Transport Museum of similar scale on the north bank demonstrate it is possible to construct in a radical form and material. Materials are selected and all low-rise blocks employ a human scale and contemporary adaptions of local materials to augment the appearance and embed it within its context. A holistic approach involving LPA and Historic Environment Scotland/Govan Heritage Trust in Stage 2 design would help boost schemes’ compatibility. Work with Historic Environment Scotland and LPA to amend scheme should it be contentious or rejected at planning. EXISTING BUS ROUTES REQUIRES TRAFFIC IMPACT ASSESSMENT TO ACCOUNT FOR INCREASED PASSENGER LOAD. NETWORK OPERATOR, LPA AND CIVIL ENGINEER TO BE ENGAGED TO UNDERSTAND SCOPE OF WORKS TO REDUCE VEHICLE TRAFFIC/PEDESTRIANISE GOVAN ROAD (NEAREST SITE) AND NARROW TRAFFIC LANES TO INCLUDE WIDER PAVEMENTS AND SPACE FOR CYCLE LANES IN CONJUNCTION WITH CDPs 4 (TOWN CENTRES), 7 (NATURAL ENVIRONMENT) & 11 (SUSTAINABLE TRANSPORT) LAND CURRENTLY OCCUPIED BY SHOWPEOPLE LPA TO ADVISE ON LANDOWNERSHIP AND COMMUNITY CONSULTATION TO BUILD RELATIONSHIP WITH SHOWPEOPLE AND ASCERTAIN THEIR WILLINGNESS TO MOVE TO ADJACENT NEW-BUILD HOUSING TO EAST OF SITE. COMPULSORY PURCHASE ORDER MAY BE REQUIRED AS SET OUT IN STAGE 3 PROCESS ABOVE BUT COOPERATION PREFERRED

CDP 9 - HISTORIC ENVIRONMENT - GOVAN CROSS CONSERVATION AREA. PROPOSALS TO BE RESPECTFUL OF ENHANCING THE HISTORIC ENVIRONMENT IN LINE WITH TOWN AND COUNTRY PLANNING (SCOTLAND) ACT, SCOTTISH PLANNING POLICY (2016), HISTORIC ENVIRONMENT SCOTLAND ACT (2014) & CDP GUIDANCE

4 6

CDP11 - ACTION 49C

SERVICE POSITIONS ARE INDICATIVE ONLY. REFER TO CURRENT STATUTORY UTILITY PLANS FOR FURTHER DETAILS.

CDP11 - ACTION 50A

CDP11 - ACTION 49D

CDP9: ACTION 37A & 38

8 rev

description

by chkd

date

DOCQUET We hereby certify this is a true and fair copy of the plan/drawing referred to in the Application.

CDP11 - ACTION 50A

NOTE ON PROPOSED SITE PLAN: SUBTERRANEAN CONDITIONS KEY AND OVERLAID PLAN ON PROPOSED SITE DRAWING AS PER SURVEY DRAWINGS FROM COLLECTIVE ARCHITECTURE, 2018a: 92 AND PLANNING APPLICATION 19-00650-PPP (GCC, 2019). EXISTING TELECOMS, ELECTRICITY, GAS. WATER SUPPLY, SUSTAINABLE URBAN DRAINAGE SYSTEM (SUDS) AND SEWAGE NETWORKS TO BE DESIGNED, CONNECTED, INSTALLED AND MAINTAINED WITH EXISTING INFRASTRUCTURE ACCORDING TO GAS APPLIANCE (SAFETY) REGULATIONS 1995, GAS SAFETY (INSTALLATIONS & USE) REGULATIONS 1998, BS8558:2015 & BSEN752:2017. STATUTORY BASIS FOR A HOUSING NEEDS AND DEMAND ASSESSMENT (HNDA) IS CONTAINED IN THE HOUSING (SCOTLAND) ACT 2001. GLASGOW HOUSING STRATEGY (GHS) SETS OUT THE HOUSING ISSUES AND PRIORITIES FOR GLASGOW, PROVIDING A STRATEGIC FRAMEWORK FOR HOUSING OF ALL TENURES. LOCAL (GLASGOW) HOUSING STRATEGY REQUIRES SCHEME TO PROVIDE A RANGE OF PRIVATE AND HOUSING ASSOCIATION TENURES IN MASTERPLAN. TO BE DEVELOPED WITH LOCAL HOUSING CDP11 - ACTION 49C AND LOCAL COMMUNITY IN-LINE WITH PAN 2/2010: AFFORDABLE ASSOCIATIONS’ REQUIREMENTS HOUSING & LAND AUDITS AND PAN 67 - HOUSING QUALITY.

THE RIVER CLYDE IS PART OF SEVERAL ACTIONS UNDER POLICY CDP8 WATER ENVIRONMENT WHICH DEVELOPMENT WILL NEED TO ALIGN WITH AS SET OUT IN THE FOLLOWING RELEVANT ACTION PLANS: 34D - MGSDP NORTH GLASGOW INTEGRATED WATER MANAGEMENT SCHEME ON THE RIVER KELVIN 35 - CLIMATE READY CLYDE 54 - RIVER CLYDE FLOOD MANAGEMENT STRATEGY 55 - RIVER BASIN MANAGEMENT PLAN (RIVER KELVIN) 56 - CLYDE MARINE REGION

WATER ROW PROPOSED SITE PLAN

Fire risk - spread to and from neighbouring buildings due to proximity - protection of neighbouring listed and residential buildings is imperative. Vehicle access paths designed to accommodate fire appliance and emergency vehicle widths, turning arcs, etc upon consultation

“(1) to paragraph (2), construction withSubject fire safety engineer and vehicle tracking expert. Adherence to Building Regulation (BR) Section 2 - Fire; Fire (Scotland) Act 2005 and BS7974: without regard to safe shall be2019 carried so that thedistances, work correct material and fire break design and installations and fire strategies (as shown on page 2). complies the applicable requirements Ecologicalwith damage/destruction of habitat and abrori-culture due to construction and increased footfall to new development. Extensive of scheduleand 5. arboreal (2) Onlystudy the requirements ecological to be conducted. Provision of habitat for wildlife (land, air and water) and fauna to be included by Landscape Architect from SEPA and as advised by Local Biodiversity Action Plan (LBAP, 2001/2), to adhere to Environmental Act, 1994 of the standards setconsultation out in paragraphs & Environmental Protection Act, 1995. Risk of attracting high number of birds so Civil Aviation Authority to advise on control measures. 1.1, 3.17, 3.18, 3.19, 3.20, 3.21, 3.22 and 4.4 of schedule 5 apply in the case and of noise of piping performances (especially those conducted outdoors in courtyard or west gardens) Noise, vibration and dust of construction a the neighbourhood for local constructionconcern of a building ofresidents a type and listed buildings. Noise and vibration levels to be monitored throughout construction and use. Acceptable noise levels and times of day to be established with GCC prior to commencement of construction in respect to neighbours described in paragraph 23A.” as devised by Environmental Impact(T Assessment (EIA). Human Rights Act, 1998 Article 8, Noise Management Guidance (Scotland) 2005,

9 Notes

KEY - MASTERPLAN AREA AND EXISTING CONSTRAINTS

SEPA flood risk maps indicate area is medium-high flood risk zone. The riverfront, part of which has been redesigned to accommodate the proposal, will require protection during and throughout structural integrity works and subsequent development to combat areas flood risk (Water Row Design Framework, 2017: 35). Working in close proximity to and over water during construction and maintenance presents risk of falling in, injury, ill health (from poor water quality or hypothermia) or drowning. Proposal is within 10m of (and alters elements of ) core paths. Drainage Impact Assessment (DIA) and flood risk analysis to be carried out in accordance with CIRIA C624:2004 guidance. Landscape architect to devise SuDS proposals and Civil Engineer to develop/recommend appropriate flood defences and infrastructural plans for water supply, drainage, storage, run-off and sewage/waste, tying into existing infrastructure which may require re-routing, adhering to Sewerage (Scotland) Act, 1968, Groundwater Regulations 1998, Water Byelaws, Environmental Act 1994 and Water Environment (Controlled Activities) (Scotland) Regulations, 2005. Glasgow Ports Authority, SEPA & Scottish Water to be consulted on flood defence, retaining wall, waters edge walkway designs, pontoon and mooring points in accordance with BS8533:2017. Extensive soft landscaping and gravel paths (soakaway site) on west of site and ‘moat’ designed as part of SuDS to regulate run-off, storage & discharge. Glasgow And The Clyde Valley Strategic Development Plan (GCVSDP) sets out development strategy for the next 20 years to be followed by proposal. Safe working strategies as detailed on pg.4-5 and according to Health & Safety at Work Act (1974), Health & Safety Executive (HSE) guidance and Construction Design Management (CDM) 2015 standards. LPA to advise on acceptable incorporation/re-routed core paths.

expected of each party

SITE BOUNDARY

encourage more foot and cycle traffic to the scheme and the surrounding area, and help improve commuter routes across the city. Green space is also provided in the area facing Govan Old chuch for outdoor rehearsals and performances in good weather, while grass, trees and other planting are strategically employed to absorb sound and reduce the noise impact of playing bagpipes, mindful of neighbours. PROCUREMENT ROUTE Information CONTRACT TYPE CDP7 Natural Environment + CDP8 Water Environment Exchanges: Flood management, SUDS and other water environment initiatives are outlined on sheets 3 and 5 and as per risks 3 and 5 to the right. Traditional procurement route is selected to ensure continuity Due to the complex Historic Environment with CDP9 and quality of design throughout all stages with particular Manufacturing nature of the planned Mindful its siting from in onecommunity of the city’sengagement most denseto concentration of listed buildings, the GIP utilises materials, orientations and forms regard to of translation Information construction workdetailed under risks 7, which are respectful and contemporary interpretations of the historic context. Strategies 8 and 12. completion and the design evolution of the concert hall. This Construction and the traditional method presents a reduced financial for the client as theDevelopment CDP10 Meeting Housing Needsrisk + CDP12 Delivering Information procurement route, contractor assumes fiphase nancialofaccountability. Thprovides is procurement The immediate the masterplan 3 mixed-tenure, a4 Standard storey housing blocks with associated facilities to be Finalancillary Specifications Building designed byords residential housing expertsdecision-making through an Invitation to Tender (ITT) framework as part of Phase 2b of wider masterplan. The route also aff the architect executive Residual Project Contract with view of residents’ windows to allow parents to proposed residential development is provided with adequate green and open space within responsibilities on behalf of the client. Full construction Quantities selected, passivelyincluding monitor all their childrendetails, as theyfiplay, increasing neighbourhood safety as is outlined in PAN 77: DesigningStrategies Safer Places. information drawings, nal specifi cations, which sets out the schedule of works and construction CDP11 Sustainable Transportphasing must be reported Building Regulations deliverables and and submitted to the (east-west) client beforeand thetransverse Invitation(north-south) to Tender canuse of the waterway Increased lateral to connect the city centre and Glasgow Green with Govan Application requirements (and and providing an additional stop for Waverley trips during summer season. High levels of cycle parking are provided throughout with be issued related timescales) level, well serviced routes to the site.

SUBWAY TUNNEL EXCLUSION

Glasgow’s Underground network tunnels pass beneath site, understood to descend from a depth of 9m at Govan Cross to 18m below ground level as they approach the river (GCC, 2017c: 25). SPT have specific requirements regarding the nature of work carried out near their tunnels, and a 5 metre ‘wayleave’ zone preventing work within proximity of tunnels (Collective Architecture, 2018b: 73). This would prevent any feasible access to a basement car park. Design to be amended to remove basement. Alternative arrangements are in place for provision of parking as per Building Regulation 4.1 - Access to Buildings under the Equality Act 2010. Further consultation with SPT (min. 6 months notice) and civil engineers required to determine extents of tunnel, safe excavation zones and suitable foundation types. Car parking & safe, level access provided to BS 8300: 2009 with below ground works to BS8102:1990.

CDP4 Network of Centres

LEGEND INFORMATION SHOWN ON THIS DRAWING HAS BEEN EXTRACTED SITE BOUNDARY KEY - PROPOSED SITE PLAN 1. FROM EXISTING UTILITY DRAWINGS EXISTING SURFACE WATER LISTED BUILDINGS (GCC, 2019) TO BE RESPECTED AS 300mm DIAMETER FOUL SEWER EXISTING SURFACE WATER SEWER & MANHOLE SEWER & MANHOLE PER HISTORIC ENVIRONMENT (SCOTLAND) ACT 2014 2. & AS SUCH SBA ARE NOT 375mm SURFACE WATER SEWER EXISTING & PROPOSED RESIDENTIAL DESIGNED TO EXISTING FOUL SEWER & EXISTING FOUL SEWER & MANHOLE HOUSING (SCOTLAND) ACT 2001, DOMESTIC BUILDING RESPONSIBLE FOR THE ACCURACY MANHOLE VODAFONE FIBRE OPTIC REGS AND GLASGOW HOUSING STRATEGY (GHS) 2012 EXISTING COMBINED 6m STAND OFF SURFACE WATER OF INFORMATION SHOWN. EXISTING COMBINED SEWER & MANHOLE PROVISION OF CAR PARKING UNDER EQUALITIES ACT 3. SEWER & MANHOLE SEWER OR DIVERSION (2010) AND BUILDING REGS SECTION 4.1 - ACCESS INFORMATION SHOWN SHOULD BE APPROX.EXISTING LOCATION OF SPT RAILWAY TUNNEL 6m STAND OFF FOUL WATER PROPOSED NEW FOOTBRIDGE ROUTE (ACCESSED FROM UNDERGROUND CULVERT SEWER OR DIVERSION VERIFIED ON SITE BY THE FLOOR 01) ADDRESSES CDP 6 & 11. TO BS 5m STAND OFF EXISTING EXISTING BT CABLES BT CABLES SERVICE VEHICLE & FIRE TENDER ACCESS. TRACKING EXISTING CONTRACTOR. ANY DISCREPANCIES RETAINING WALL STUDY & TRAFFIC IMPACT ASSESSMENT REQUIRED. EXCLUSION ZONE TO OUTER TO COMPLY WITH BR S.2 & BS7974:2019 PARTS 4-7 EXISTING VODAFONE MUST BE NOTIFIED TO THE 5m EXISTING VODAFONE CABLES 4. WALL OF SUBWAY TUNNEL FLOOD PREVENTION BARRIER TO ENGINEERS TECHNICAL CABLES STAND OFF FOR VODAFONE FIBRE STANDARD. CONSULT SEPA, GLASGOW PORT AUTHORITY, ENGINEER ON DISCOVERY. OPTIC CABLE COINCIDENTAL WITH EXISTING ELECTRICITY

justand north of Govan Cross, the wider to reconnect theabove historically linked burghs of Partick and Ibrox with DueBased to scale complexity, approaches tomasterplan fire safety aims are required to go and beyond regulatory requirements, for Govan as centre piece with a new footbridge and associated footpaths and cycle networks increasing accessibility to the south west of the river example with regard to escape distances from ‘inner room’ of auditorium (BR 2.0.7). For fi re safety engineering, fi re from the city. Engineer, Building Standards verifier and Scottish Fire & Rescue Service to be consulted early as part of the qualitative CDP5 Resource Management design review (QDR) process. Scheme is compliant with building standards S2-Fire except along waters’ edge where District heating is provided by the scheme to Engineers’ the proposedjudgement neighbouring housing. The installation of greywater recycling access for fire tenders is limited. Fire Safety (asmixed-tenure per ‘A Simplifi ed Approach to Alternative Fire and ground source heat pump infrastructure also aim to meet this part of the plan. Further resource and sustainable management Safety Strategies’ Scottish Government (2010) and International Fire Engineering Guidelines, 2005 (IFEG). BS strategies employed by the scheme are detailed on sheets 3 and 5. 7974: 2019 was additionally consulted with regards to alternative means of combating fire in this area) to be exercised CDP6 Green Belt andarea: GreenCurrently, Network access for fire personnel by foot and by use of water-mounted fire tender as is to defi ne strategy in this Improved connections north and southand across themajor river, cities as wellis asspecifi east-west along the re-gov, waterfront are provided as shown below to practice in London other ed (London-fi 2020).

Geotechnical & Geological Constraints and Environmental Hazards: Site lies between two probable shallow coal mine workings and is noted as a Development High Risk Area by The Coal Authority. Coal Mine Risk Assessment required to establish extent of mines and site specific risks to develop mitigation strategy to make ground safe. Report to be submitted to LPA for approval as part of planning application. See ‘Contaminated Land Hazards section for relevant risk management standards and guidance.

1 GOVAN HOUSING 11 ASSOCIATION

Dated

Signed

client

CDP 4: ACTION 20

CDP 4: ACTION 19B

CDP11 - ACTION 49D

project

RESIDENTIAL DEVELOPMENT WATER ROW GOVAN MASTERPLAN AND EXISTING WIDER GOVAN AREA

title

Page 1

FORM AND SHAPE OF HALL IS BASED ON THE NATURE OF PIPING PERFORMANCES: THE KEY REQUIREMENT IS PROXIMITY TO THE STAGE TO WITNESS THE DISPLAY OF FINESSE AND FLAIR OF THE PIPERS AND DRUMMERS, WHILE MAINTAINING A DEGREE OF DISTANCE IN RESPECT TO VOLUME DUE TO THE RISK OF DAMAGE TO HEARING. THE SCHEME WAS DESIGNED TO BREAK DOWN EXISTING SOCIAL BARRIERS IN THE AREA AND THE EQUITABLE CONCEPT OF THE SCHEME TRANSLATED TO THE AUDITORIUM AS REQUIRING THAT ALL AUDIENCE MEMBERS MUST BE SEATED WITHIN 22m OF THE STAGE TO EXPERIENCE THE ACOUSTICS AS CLEARLY AS POSSIBLE AND VIEW THE STAGE CLEARLY, AS MARCHING, MOVEMENT AND OTHER VISUAL ASPECTS OF PIPE BAND PERFORMANCE AUGMENT THE EXPERIENCE AND ARE THE MAIN JUDGED COMPONENTS IN COMPETITION BESIDES THE TECHNICAL AUDIO PERFORMANCE. DESIGNS OF THE ANGLES OF SEATING, LAYOUT, BALCONIES, AND HEIGHTS WERE REGULATED BY THE NEED TO PROMOTE SHORT LATERAL REFLECTIONS TO ENABLE PERFORMERS TO HEAR THEMSELVES, REQUIRING SUITABLE REFLECTING MATERIALS - ALL WALLS ARE NON-PARALLEL, WITH CORNERS LOCATED IN LINE WITH EACH OTHER, UNDERSIDES OF WALLS ANGLED AT 5 DEGREES FROM VERTICAL WHERE POSSIBLE, ACOUSTIC CLADDING USED TO DIFFUSE SOUND FOR A MORE MELLOW EXPERIENCE, AND A LARGE DEFLECTOR PLACED APPROXIMATELY 18m ABOVE FLOOR LEVEL TO DEFLECT SOME SOUND BACK TOWARDS THE PERFORMERS AND CROWD AT ALL LEVELS. THE NEGATION OF ANY UNDESIRABLE ECHOES OR CONFUSION ARISING FROM REFLECTIONS RESULTING FROM FARTHER AWAY SURFACES IS ACHIEVED BY SPECIFYING ABSORBING MATERIALS TO PREVENT DELAYED FREQUENCY AMPLIFICATION OR CANCELLATION (FEEDBACK). SOFT FABRIC SEAT BACKS AND FLOORING NECESSARY TO MIMIC ACOUSTIC EFFECT OF THE ABSORPTION PROPERTIES OF AUDIENCE MEMBERS’ CLOTHING AND BODIES TO MAINTAIN CONSISTENCY OF ACOUSTIC PERFORMANCE OF THE AUDITORIUM BETWEEN REHEARSAL AND PERFORMANCE. A STUCCO-EFFECT FIRE-RATED PLASTER CEILING IS USED TO REPLICATE THE ‘RANDOM’ REFLECTIONS OF SOUND EXPERIENCED IN CLASSICAL CONCERT HALLS TO AID DISPERSAL TO AUDIENCE FOR A MORE ‘FULL BODIED’ SOUND (HIDAKI & NISHIHARA, 2015 AND ARCHITIZER, 2018). THE RAKE OF SEATING IS OPTIMISED FOLLOWING THE COMPREHENSIVE REDESIGN TO MAXIMISE VIEWS OF THE STAGE FROM ALL SEATS, INCLUDING THOSE ABOVE THE PIPERS’ ENTRANCE AND EXIT PASSAGES, WHILE NOT EXCEEDING BUILDING REGULATION 4.3.2 FOR THE MAXIMUM PITCH OF STAIRS. LEVEL ACCESS TO THE STAGE TO REDUCE RISK OF FALLS BY PERFORMERS WHEN MARCHING ONTO THE PERFORMANCE ZONE WHILE CARRYING AND PLAYING THEIR INSTRUMENTS IS ALSO EVIDENT. “SOUND LOCK” ENTRANCES TO THE AUDITORIUM AND SEPARATED STRUCTURES ARE SPECIFIED (ARCHITIZER, 2018) TO NEGATE EXTERNAL ACOUSTIC DISTURBANCES FROM SOUNDWAVES, ESPECIALLY LOW FREQUENCY AIRBORNE TRANSMISSION FROM CROWDS OUTSIDE, OR OTHER PERFORMERS REHEARSING AND TO KEEP NOISE IN TO MINIMISE OR PREVENT NEIGHBOURHOOD DISTURBANCES, WHILE THE WHOLE AUDITORIUM SITS ON LARGE SPRING DAMPENERS AT STRUCTURAL JUNCTIONS AS SHOWN IN SECTION TO PREVENT FLANKING OR IMPACT TRANSMISSION FROM SHIPS HORNS OR PASSING SUBWAY TRAINS. REHEARSAL AND PERFORMANCES TO BE LIMITED TO SOCIAL HOURS TO RESPECT NEIGHBOURING PROPERTIES AND BUSINESSES (NOISE POLLUTION ACT, 1974). ACOUSTIC CONSULTANTS, STRUCTURAL ENGINEERS, MANUFACTURERS AND CLIENT REQUIRED TO TEST AND DEVELOP BEST DESIGN

AUDITORIUM CONTAINS MIXTURE OF CEILING MOUNTED DIRECTIONAL AND AMBIENT LIGHTS (BR SECTION 6.1 FOLLOWING CIBSE CODE FOR LIGHTING, 2002 & BRE GBG 61 PART 3) TO CREATE APPROPRIATE ATMOSPHERE AND ENHANCE PERFORMANCE WITH EMERGENCY LIGHTS LOCATED AT FLOOR AND HANDRAIL LEVEL (BR 2.10.1 TO BSEN 1838: 2013 & BS5588-1: 2016) TO LIGHTING DESIGNERS’ SPECIFICATION

HEAT EXCHANGER LOCATED WITHIN TRUSS WORK TO M&E ENGINEERS’ SPEC. PIPES SURFACE ON THE ROOF EXCHANGING STALE WARM AIR FOR FRESH AIR

BR 3.14.2 NATURAL VENTILATION IN CAFE, WORKSHOP,HOTEL AND UNPROTECTED FOYERS SURROUNDING AUDITORIUM: SIZED IN ACCORDANCE WITH THE REQUIREMENTS OF 3.14.2 FOLLOWING RECOMMENDATIONS OF CIBSE AM10: 2005. ALL OTHER AREAS’ MVHR IN COMPLIANCE WITH BR 3.14.5 AND BS 5720:1979. MVHR INLET AND OUTLET TO BE INSTALLED IN ACCORDANCE WITH BS5720: 1979 CLAUSE 2.3.3 TO PREVENT CROSS CONTAMINATION. VENTILATION & DUCTWORK DESIGNED BY M&E CONSULTANT IN ACCORDANCE WITH CIBSE GUIDE B2: 2016 & BS EN 13779: 2007 ARTIFICIAL LIGHTING IN COURTYARD/EXTERNAL SPACES FOR SAFETY, SECURITY AND DRAMATIC/ PERFORMANCE EFFECT (AUGMENTING VISUAL EXPERIENCE)

ARTIFICIAL IN WORKSHOP AND KITCHEN SPACES TO MAINTAIN ACCURACY AND REDUCE LIKLIHOOD OF INJURIES OR EYE STRAIN BY PREVENTING DISTRACTIONS & PROMOTING EVEN LIGHT FOR QUALITY CONTROL AND SAFETY BY ELIMINATING SHADOWS

WARM ROOF CONSTRUCTION ON ALL SPACES SO VENTILATED AIR SPACE ON COLD SIDE OF INSULATION AND HIGH PERFORMANCE VPL BETWEEN INSULATION AND ROOF STRUCTURE TO PREVENT MOISTURE BUILD UP AND REDUCE RISK OF CONDENSATION AND CORROSION AS PER BR 3.10.1. CP 143: PART 5: 1964 TO BE FOLLOWED FOR ZINC ROOF. CURVED ROOF TO MEET RECOMMENDATIONS SET OUT IN BS5534: 2003 AS PER BR 3.10.8

STEEL SUPERSTRUCTURE TO BS EN 19931-1 & 2-2: 2005 AND BS EN 1993-1-6: 2007 WITH JOINTS TO BS EN 1993-1-8: 2005

COMPOSITE STEEL/CONCRETE BRIDGE AND ELEVATED WALKWAY: BS EN 1994-2: 2005. STRUCTURAL ELEMENTS TO CIVIL ENGINEERS’ SPECIFICATIONS BR 3.10.7 (FLAT) & 8 (PITCHED) WALL & ROOF CONSTRUCTION DETAILING TO FOLLOW BS 52501: 2002 TO PREVENT INTERSTITIAL AND SURFACE CONDENSATION (BR3.15.1). CONDENSATION TO BE CONTROLLED AND MANAGED AS PER ENGINEERS’ DETAILS COMPLYING WITH BS5250:2002 SECTION 8.4

PAIR 0.8m2 EACH

KEY EXTERNAL WALL DETAILS 1 MARHSALLS BASALT GREY FACING BRICK, BRICK SLIPS COULD BE USED IN PLACE OF FULL BRICKS TO SAVE MATERIAL AS PART OF LOW CARBON STRATEGY - TO BE DISCUSSED WITH MANUFACTURER AND PRINCIPAL CONTRACTOR. CONSTRUCTION TO FOLLOW GUIDELINES SET OUT BY BDA TECHNICAL PUBLICATIONS AND IN CP 121 FOR MOVEMENT JOINTS 2 50MM CAVITY WITH BRICK WALL TIES

3 4

1 2

4 VISQUEEN ZEDEX CPT HIGH PERFORMANCE DPC OR EQUIVALENT. CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT RECOMMENDATIONS OF BS 5628: PART 3: 2001 AND TO SUIT THE DEGREE OF EXPOSURE TO WIND AND RAIN AS DESCRIBED IN BS EN ISO 15927-3: 2009 & BS 8104: 1992 3 100MM KINGSPAN KOOLTHERM K108 CAVITY BOARD OR EQUIVALENT. INSULATION THICKNESSES AND WALL BUILD UPS TO BE CONFIRMED WITH STRUCTURAL ENGINEER AND MANUFACTURERS TO ENSURE MAXIMUM U-VALUES FOR ELEMENTS ARE NOT EXCEEDED. TO BE INSTALLED ACCORDING TO MANUFACTURERS’ INSTRUCTIONS. MANMADE MINERAL FIBRE (SLABS) BS 6676: PARTS 1: 1986 5 70MM C-SECTION STEELWORK SUPPORTING CLADDING TO STRUCTURAL ENGINEER’S SPECIFICATION 6 STEEL UNIVERSAL BEAM TO STRUCTURAL ENGINEER’S SPECIFICATION 7 MARHSALLS BASALT GREY FACING BRICK INNER LEAF 8 TANKING MEMBRANE 9 CONCRETE CAISSON 10 CATCH BASIN TO CIVIL ENGINEER’S DESIGN

DETAIL EXTERNAL WALL

JETTY TO IMPROVE SUSTAINABLE CONNECTIONS WITH WIDER CITY TO BE DESIGNED BY MARINE/ CIVIL ENGINEER IN ACCORDANCE WITH BS 6349-1-3:2012, BS6349-4: 2014 & BS6349-5: 2016

PRODUCED BY AN AUTODESK STUDENT VERSION

WEEP HOLE AT BASE OF CAVITY

QUARTET 800mm RADIUS/2m2 AREA

GLASGOW CITY HALLS MERCHANT CITY

WORLD CHAMPIONSHIPS GLASGOW GREEN

MIXED MODE VENTILATION PROVIDED THROUGHOUT ALL SPACES IN BUILDING EXCEPT FOR AUDITORIUM TO MAINTAIN ACOUSTIC ‘SEAL’. SHEV IN AUDITORIUM SEPARATE FROM REGULAR VENTILATION SYSTEM AS PER BR 3.14.1. ALL OPENINGS >40mm TO BE ENCASED IN FIRE RATED MATERIAL EQUAL TO COMPARTMENT RATING WITH HEAT ACTIVATED FIRE SHUTTER TO PREVENT SPREAD. MVHR WITH AoV AND EMERGENCY AUTOMATIC SHUT-OFF. VENTILATION DUCTWORK TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION 6 OF BS 5588-9: 1999

ROYAL CONCERT HALL BUCHANAN STREET

FLOOD BARRIER AND CAISSON TO CIVIL ENGINEERS’ DESIGN BASED ON INFORMATION SUPPLIED FROM CONSULTATIONS WITH GLASGOW PORT AUTHORITY, SCOTTISH WATERWAYS AND SEPA

TRADITIONAL BAND 2m RADIUS/12.8m AREA 2

10 ARTIFICIAL LIGHTING IN PLANT ROOM AND RECEPTION/BOX OFFICE DUE TO LIMITED NATURAL LIGHT DUE TO LOCATIONS ON SITE

IN THE ROUND MORE DYNAMIC GOOD FOR SPEECH POOR MUSICAL ACOUSTICS

SURROUND HALL DYNAMIC GREAT MUSICAL ACOUSTICS

MODERN BAND

AT 3.2m RADIUS/36m

KEY ACOUSTIC DETAILS 1 102.5MM MARHSALLS BASALT GREY BRICK FLOORING 2 75MM SCREED WITH UNDERFLOOR HEATING PIPING 3 20MM CELOTEX RIGID PIR ACOUSTIC INSULATION BELOW DPM 4 120MM RIGID PUR INSULATION 5 130MM ‘HOLORIB’ REINFORCED CONCRETE FLOOR ONTO PERMANENT STEEL FORMWORK 6 170MM STEEL UNIVERSAL BEAM AND WALL PLATE TO ENGINEER’S SPECIFICATION 7 IN-SITU REINFORCED CONCRETE WALL STRUCTURE SUPPORTING OUTER FLOORS 8 ACOUSTIC CAULKING TO PREVENT FLANKING TRANSMISSION 9 100MM ACOUSTIC INSULATION TO PROVIDE COMPLETE ACOUSTIC BREAK AND PREVENT AIRBORNE AND IMPACT TRANSMISSION BETWEEN OUTER SKIN AND AUDITORIUM 10 GUSTAFS LACQURED VENEER TIMBER PERFORATED ACOUSTIC CEILING PANELS, C BAND ABSORPTION RATED OR EQUIVALENT 11 50MM RIGID PIR ACOUSTIC INSULATION 12 12MM OSB PANEL 13 100MM STUDWORK TO ENGINEER’S SPECIFICATION 14 STEEL TRUSSWORK AND COLUMN CONNECTION PLATE TO ENGINEER’S SPECIFICATION 15 900X600MM MINIMUM VERTICAL CANTILEVER TO ENGINEER’S SPECIFICATION 16 PACKING AND SUBSTRUCTURE SUPPORTING AUDIT 70 SEATING WITH CLOTH UPHOLSTERED SEAT AND BACK FOR ABSORPTION; VENEER ARM RESTS AND BACK 17 40MM HARD WEARING RED CARPET TILES 18 100MM HORIZONTAL STUDWORK TO ENGINEER’S SPECIFICATION

3.6.1 & 3 SURFACE WATER TO FALL TOWARDS DRAINS, GREYWATER STORAGE UNIT AND SUSTAINABLE URBAN DRAINAGE SYSTEM (SUDS) CAISSON SURROUNDING AUDITORIUM FOLLOWING BR 3.6.4, BS EN 12056-3: 2000 AND CIRIA DOCUMENT C753 ‘THE SUDS MANUAL’ 2015. SUDS AIM TO ACHIEVE SITE LEVEL CONTROL – SOURCE CONTROL WAS CONSIDERED WITH THE IMPLEMENTATION OF SOAKAWAYS IN LANDSCAPED AREAS NEAR GOVAN OLD CHURCH BUT CONSIDERED TOO RISKY WITH REGARDS TO DAMAGE OF FOUNDATIONS OF BOTH THE CHURCH AND PROPOSAL, OR FLOODING OF SUBWAY SYSTEM. DRAINS TO DISCHARGE INTO EXISTING SEWAGE INFRASTRUCTURE AS PROVIDED UNDER SEWERAGE (SCOTLAND) ACT 1968 AND TO CIVIL ENGINEER’S DESIGN IN ACCORDANCE WITH THE NATIONAL ANNEX OF BS EN 752: 2008. DRAINAGE SYSTEMS TO BE DESIGNED, CONSTRUCTED AND INSTALLED AS PER BR 3.7.3, BS EN 12056-1: 2000, BS EN 752: 2008 & BS EN 1610: 1998. SEPA TO BE CONTACTED FOR CONSENT FOR DISCHARGE OF SURFACE WATER DIRECTLY INTO RIVER CLYDE WITH PARTICULAR REGARD TO THEIR SUDS ADVICE NOTE ‘BROWNFIELD SITES’ TO PREVENT CONTAMINATION OF THE WATER ENVIRONMENT

AUDITORIUM FORM, MATERIALS, STRUCTURE AND ACOUSTIC CHARACTERISTICS TO BE FULLY DEVELOPED BY ACOUSTICIAN, STRUCTURAL ENGINEER, MATERIAL MANUFACTURERS 1 3

15 9

14 13

11 10

5 7

2 4

TRUSSES COME TOGETHER AT CENTRAL NODE OR ‘CROWN’

11 10

DETAIL ACOUSTIC SEPARATION FOR THE SEATING IN THE AUDITORIUM, THE SCHEME COMPLIES WITH BS5588-6: 1991 WHICH SETS OUT STRICTER RECOMMENDATIONS THAN THE BUILDING STANDARDS REGULATIONS OF CLAUSE 2.9.22 FOR AUDITORIA. COGNICENT OF THE MOST APPLICABLE AND STRICTEST RECOMMENDATIONS, THE SCHEME IS COMPLIANT WITH CLAUSE 8.2.2 OF THE BRITISH STANDARD AS ANNOTATED AND DIMENSIONED: A) THE NUMBER OF SEATS IN A ROW ARE IN ACCORDANCE WITH TABLE 6 (12 SERVED BY 1 GANGWAY OR 425mm SEATWAYS SERVED BY 2); B) SEATWAY WIDTHS ARE CONSTANT THROUGH THE LENGTH OF THE ROW AND <300mm IN EVERY INSTANCE WITH SEATS TIPPING UP AUTOMATICALLY, CREATING MORE SPACE TO ALLOW CLEAR SPACE OF >600mm; C) MAX PITCH OF STEPS SHOULD BE NOT MORE THAN 34°. THE STEEPEST TIER IS 34° ABOVE THE HORIZONTAL (170mm RISER x 220mm GOING); D) BALCONIES ARE GUARDED WITH PROTECTIVE BARRIERS IN ACCORDANCE WITH BS 6180 (MIN 900mm HIGH FROM FFL) 8.3 GANGWAYS STATES THAT “STEPPED GANGWAYS SHOULD NOT BE TREATED AS STAIRS.” GANGWAYS WERE DESIGNED IN COMPLIANCE OF THE STAIR REGULATIONS IN BR 4.3.2; A) GANGWAYS SHOULD BE NO LESS THAN 1100mm WIDE, UNLESS SERVING NO MORE THAN 50 PERSONS IN WHICH CASE THEY SHOULD BE NOT LESS THAN 900mm GANGWAYS ARE 1200mm WIDE, 100mm WIDER THAN MINIMUM AND SERVE >50 OCCUPANTS; B) THERE ARE NO PROJECTIONS WHICH WOULD DIMINISH THE CLEAR WIDTH OF THE GANGWAY, OTHER THAN ANY HANDRAILS EACH INTRUDING NOT MORE THAN 100 MM; C) THE ENDS OF ALL ROWS OF SEATS ARE ALIGNED AS TO MAINTAIN A UNIFORM WIDTH THROUGHOUT THE LENGTH OF A GANGWAY. ESCAPE ROWS ONLY WIDEN TOWARDS THE STOREY EXIT WHEN THE MAIN FLOW IS IN ONE DIRECTION ONLY; D) NOT APPLICABLE; E) TRANSVERSE AND RADIAL GANGWAYS IN AUDITORIA WITH TIERED SEATING DO NOT CROSS EACH OTHER AND ARE OFFSET TO ENSURE A SMOOTH FLOW TO THE EXITS; F) IN STEPPED TIERS, THE HEIGHT OF EACH STEP IN A GANGWAY SHOULD BE NOT LESS THAN 100 MM AND SHOULD NOT EXCEED 190 MM. RISERS ARE 150-170mm; G) THE NUMBER OF STEPPINGS IN A TIER UNINTERRUPTED BY CROSS-GANGWAYS SHOULD NOT EXCEED 40 IF THE RAKE EXCEEDS 25°. THERE ARE MAX 12-16 STEPS IN EACH FLIGHT; H) WHERE EXITS ARE APPROACHED FROM A STEPPED GANGWAY, THERE SHOULD BE A LANDING THE WIDTH OF THE EXIT AND AT LEAST 1 100 MM DEEP IMMEDIATELY IN FRONT OF THE EXIT DOORS. MINIMUM PLATT DIMENSION IN AUDITORIUM IS 1400mm WIDE x 1800mm LENGTH; I) STEPPED SIDE GANGWAYS SHOULD BE PROVIDED WITH A HANDRAIL FIXED AT A HEIGHT OF 840 MM MEASURED VERTICALLY FROM THE CENTRE OF THE STEPS AND PROJECTING NOT MORE THAN 100 MM FROM THE WALL. IF THE GANGWAY IS AT THE SIDE OF A TIER WHICH DOES NOT EXTEND UP TO A WALL, THE EDGE OF THE TIER SHOULD BE PROTECTED BY A BALUSTRADE OR GUARDRAIL TO A HEIGHT OF NOT LESS THAN 1 100 MM ABOVE THE CENTRE OF THE STEPS. BALUSTRADES ARE PROVIDED IN EVERY INSTANCE THAT STAIRS ARE NOT PERPENDICULAR WITH SEATWAYS; J) IN STEPPED TIERS THERE SHOULD NOT BE A CHANGE OF LEVEL BETWEEN THE SEATWAY AND THE NEAREST STEP 8.4.2 FIXING OF SEATS FOR CLOSELY SEATED AUDIENCES: A-D) NOT APPLICABLE; E) ACCESS SHOULD BE AVAILABLE BENEATH ALL TEMPORARY TIERED SEATING TO CLEAR ANY ACCUMULATED RUBBISH. SEATS TIP UP FOR ACCESS; F) THE UNDERSIDE SURFACES OF ALL PLYWOOD DECKS TO TEMPORARY SEATING SHOULD BE CLASS 0 (SEE 2.2) AND ALL SURFACES OF SIDE PANELS, BACK PANELS AND FASCIAS TO TEMPORARY TIERED SEATING SHOULD BE CLASS 0 (SEE 2.2) ALL LININGS AND MATERIALS WITHIN AUDITORIUM ARE MINIMUM CLASS C - LOWEST RATED IS GUSTAFS ACOUSTIC PANELS WITH EUROPEAN CLASS A2-s1:d0. COPING OF BALCONIES TO BE NO LESS THAN 230MM (FIG. 4 & 5). IF COPING LESS THAN 230, PROJECTION SHOULD BE 750MM VERTICALLY COPINGS ARE PROVIDED WITH GUARDRAILS TOTALING MINIMUM 900mm; G) NATURAL AND POWERED SMOKE AND HEAT EXHAUST VENTILATORS SHOULD COMPLY WITH BS 7346-1 AND BS 7346-2 RESPECTIVELY SIZED ACCORDING TO BR 2.9.22 @10% STAGE AREA

AUDITORIUM FORM, MATERIALS, STRUCTURE AND ACOUSTIC CHARACTERISTICS TO BE FULLY DEVELOPED BY ACOUSTICIAN, STRUCTURAL ENGINEER, MATERIAL MANUFACTURERS

STEEL OUTER STRUCTURE OF AUDITORIUM WITH BRICK CLADDING B EUROPEAN FIRE RESISTANCE CLASSIFICATION MEETING STANDARD FOR BR 2.7.1 AND 2.9.36. BRICK HIGHLY SUITED TO MILD, WET CLIMATE CAISSON INSTALLED DURING PHASE 1 OF CONSTRUCTION IN ACCORDANCE WITH BS EN 1992-3: 2006. ALLOWS FOR CONTROL OVER WATER LEVELS AT BUILDING EDGE TO REDUCE FLOOD RISK APPROXIMATE LOCATION OF SUBWAY TUNNELS AS HIGHLIGHTED ON PLANNING SHEET - SPT & CIVIL ENGINEER TO ADVISE BASED ON GEOTECHNICAL SURVEY STRIP FOUNDATIONS TO STRUCTURAL ENGINEERS’ SPECIFICATION AS SOLUTION TO BUILDING OVER SUBWAY. TO BE DEVELOPED IN CONJUNCTION WITH INPUT FROM SPT, GCC & BASED ON DETAILED SITE SURVEY INFORMATION INCLUDING GEOTECHNICAL SURVEY CONDUCTED IN ACCORDANCE WITH BS EN 1997-2: 2007. PILE FOUNDATIONS ARE SELECTED ELSEWHERE DUE TO DEPTH OF POOR LOAD-BEARING TOPSOIL, THE NATURE OF SITE AS FLOOD PRONE. AND DUE TO THE UNEVEN DISTRIBUTION OF LOAD FROM TRUSSES RETAINING WALL AT EDGE OF CAISSON TO STRUCTURAL ENGINEERS’ SPECIFICATION IN ACCORDANCE WITH BS EN 1992-3: 2006 USED AS SUD TO REGULATE DISCHARGE OF RUN-OFF TANKING MEMBRANE AT WATERS’ EDGE TO STRUCTURAL ENGINEERS’ SPECIFICATION IN ACCORDANCE WITH BS EN 13967: 2012+A1: 2017. ALL GROUND FLOOR AND RETAINING WALLS TO BE CONSTRUCTED IN COMPLIANCE WITH BR 3.4.2 WITH SUITABLE DESIGNS DEVELOPED BY CIVIL/STRUCTURAL ENGINEER. DPMS TO BE INSTALLED BELOW CONCRETE SLAB, JOINTED AND SEALED TO DPM/C IN WALLS AND STRUCTURAL ELEMENTS AS PER CP102: 1973 SECTION 3 COMPOSITE DECK FLOOR CONSTRUCTION TO STRUCTURAL ENGINEERS’ SPECIFICATION DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH BS EN 1994-1-1:2004 & 1-2: 2005

AUDITORIUM FORM, MATERIALS, STRUCTURE AND ACOUSTIC CHARACTERISTICS TO BE FULLY DEVELOPED BY ACOUSTICIAN, STRUCTURAL ENGINEER, MATERIAL MANUFACTURERS

LARGE, MEDIUM & SMALL STANDARDISED TRIPLE GLAZED UNIT DIMENSION INCORPORATED FOR COST SAVING AND QUALITY CONTROL WITH OFF-SITE MANUFACTURE TO REDUCE ON-SITE CONSTRUCTION TIME AND MATERIAL WASTAGE AS PART OF LOW CARBON STRATEGY. DIMENSIONAL COORDINATION TO STREAMLINE CONSTRUCTION PROCESS BY MINIMISING VARIATION OF OPENINGS (WRAP). OPENABLE FOR NATURAL VENTILATION. GLAZING ALONG SOUTH OF WORKSHOP LIMITED WITH RESPECT TO PRIVACY OF NEIGHBOURING HOUSING AND TO REDUCE RISK OF HARMFUL AND/OR DISTRACTING SOLAR GLARE WHEN OPERATING MACHINERY

PRODUCED BY AN AUTODESK STUDENT VERSION

“HOLORIB” STEEL SHEET WITH ROLLED DOVETAILSHAPED RIBS COMPOSITE DECK FLOORING BRACES STEEL OUTER SHELL STRUCTURE OF AUDITORIUM BLOCK, TIED BACK TO CONCERETE OUTER SKIN AND VERTICAL CANTILEVERS OF AUDITORIUM. CONCRETE SLAB IS SELF-SUPPORTING AND MUST BE REINFORCED ACCORDINGLY ACCORDING TO STRUCTURAL ENGINEERS’ DETAILS. THE SHEET METAL SERVES ONLY AS PERMANENT FORMWORK. TESTS HAVE SHOWN THAT IN THIS FORM OF FLOOR THE ADHESION BETWEEN THE SHEET METAL AND THE CONCRETE IS SUFFICIENT TO GENERATE A COMPOSITE ACTION BETWEEN THE METAL AND THE CONCRETE. DOVETAIL-SHAPED RIBS ARE USEFUL FOR FIXING SUSPENDED CEILINGS AND SERVICES. THIS ALLOWS THE STRUCTURE TO ESSENTIALLY BE BROKEN INTO BAYS, AS SHOWN IN THIS EXPLODED ISOMETRIC, WITH BRACING BETWEEN AS A STRATEGY TO MITIGATE AGAINST DISPROPORTIONATE COLLAPSE

STRUCTURE TO WITHSTAND LOADS CALCULATED BY STRUCTURAL AND FACADE ENGINEERS REGARDING SNOW, AS SET OUT IN BSEN1991-1-3:2003 AND WIND LOADS AS SET OUT IN TABLE 4.1 (IV) FOR URBAN ENVIRONMENTS (BR 1.1.2). GEOTECHNICAL SURVEY TO ESTABLISH GROUND BEARING CAPACITIES AND CONDITIONS CARRIED OUT USING THE METHODS DESCRIBED IN BS EN 1997-2: 2007. FOUNDATIONS AND BELOW-GROUND WORKS TO STRUCTURAL ENGINEERS’ SPECIFICATION WORKING IN COORDINATION WITH CIVIL ENGINEERS’ DESIGNS

AUDITORIUM ISOMETRIC

BR 2.1.3 & 2.1.4: GLAZED UNITS NOT ADJACENT TO EXTERNAL WALL OF AUDITORIUM TO BE BOTTOM HUNG (BS57220: 1979)

BICYCLE AND SCOOTER PARKING PROVISION TO COMPLY WITH BR ANNEX 7.D LOCATED BESIDE THE MAIN ENTRANCE, THE PERFORMERS’ WING & THE ACCESS AREA OF THE PLANT ROOM

ACCESSIBLE ENTRANCES WITH MINIMUM 1.5X1.5M2 SHELTERED PLATT & POWERED DOOR IN ACCORDANCE WITH BR 4.1.7 & BS8300-2: 2018 LOCATED THROUGHOUT SCHEME FROM COURTYARD TO ALL LEVELS OF THE AUDITORIUM FOR PERFORMERS AND PATRONS. LIFTS LOCATED IN THE CORNERS OF EACH BLOCK SO THAT IMPAIRED VISITORS MAY EXPERIENCE THE INSTITUTE IN SAME WAY AS ABLE BODIED VISITORS BR 3.14.7: MVHR PROVIDED BETWEEN SANITARY ACCOMMODATION AND ADJOINING SPACES TO PREVENT ODOUR

PRODUCED BY AN AUTODESK STUDENT VERSION

6.5m

7.5m

TUTORING, RECORDING AND REHEARSAL SPACES REQUIRE MVHR TO PREVENT NOISE POLLUTION FROM OPEN WINDOWS INTERRUPTING PERFORMANCE OR INTERNAL NOISE DISTURBING NEIGHBOURS (IN RESPECT OF THE COMMON LAW OF NUISANCE, PART IV OF THE CIVIC GOVERNMENT [SCOTLAND] ACT 1982, THE ENVIRONMENTAL PROTECTION ACT 1990 AND THE HUMAN RIGHTS ACT 1998, ARTICLE 8 [AS THEY RELATE TO NOISE], ANTISOCIAL BEHAVIOUR ETC. [SCOTLAND] ACT 2004 AND THE PLANNING ADVICE NOTE PAN 1/2011 ‘PLANNING AND NOISE’). EDUCATION & WORKSHOP SPACES CONSTRUCTED WITH DOUBLE LEAF MASONRY EXTERNAL WALLS AND CONCRETE INTERIOR WALLS WITH SUFFICIENT INSULATION TO STRUCTURAL ENGINEER AND ACOUSTICIAN’S DESIGN TO AT LEAST THE STANDARDS SET OUT IN BR 5.1.2 TO PREVENT AIRBORNE AND FLANKING TRANSMISSION. ALLOWANCE FOR THIS IS INCORPORATED WITH THE DESIGN OF EXTRA THICK WALLS MIMICKING THOSE OF VERNACULAR SCOTTISH CONSTRUCTIONS IN WHICH PIPING WAS HISTORICALLY PLAYED

9.5m

TRENCH HEATED LOCATIONS SITUATED AT THE BASE OF LARGE EXPANSES OF GLASS AS EFFECTIVE MEANS OF HEATING IN SMALLER VOLUME SPACES. ROOMS NOT DEMARCATED WITH HEATING TYPE PRIMARILY SERVICED BY RADIATORS FOR OCCUPANT CONTROL AND LOW-LEVEL SPACE HEATING. SPACES SUPPLEMENTED BY MVHR

5.5m

STRUCTURAL GRID LEVEL 05

AFFORDABLE TENURE HOUSING PROVIDED IN FOLLOWING PHASE ON MASTERPLAN TO BE DELIVERED BY SECONDARY DESIGNER AS PER THE HOUSING (SCOTLAND) ACT 2001 & GLASGOW HOUSING STRATEGY (GHS)

UNDERFLOOR HEATING PROVISION RADIATORS CANNOT BE USED IN PERFORMANCE SPACES DUE TO THE POOR ACOUSTIC REFLECTIONS THEY MAY CAUSE. UNDERFLOOR HEATING WAS REQUESTED BY GSPDA TO MAINTAIN A CONSISTENT TEMPERATURE AS BAGPIPES ARE EXTREMELY SENSITIVE TO ALTERATIONS IN TEMPERATURE AND HUMIDITY OF ENVIRONMENTS CAUSING THEM TO PERFORM POORLY. AUDITORIUM PRIMARILY SERVICED BY UNDERFLOOR HEATING TO HEAT LOW LEVELS OF HIGH-VOLUME SPACE TO REDUCE ENERGY EXPENDITURE IN COMPLIANCE WITH BR SECTIONS 4 & 6. UNDERFLOOR HEATING MAINTAINS A MORE LEVEL, EFFICIENT TEMPERATURE WHEN NOT IN USE RATHER THAN THE EXCESSIVE POWER REQUIRED FOR RADIATORS TO HEAT SPACE UP THEN LOOSE HEAT WHEN OFF

5.5m

THERMALLY MASSIVE MASONRY & EXPOSED CONCRETE WALLS HELP TO PASSIVELY REGULATE TEMPERATURE AND REDUCE HEATING LOAD DEMAND

APPROXIMATE SUN PATH TO BE MAPPED OUT AT PRE-PLANNING STAGE TO DETERMINE OPTIMAL ORIENTATION OF GLAZING AND ANY SOLAR SHADING REQUIRED. GLAZING TO BE COATED WITH LOW EMISSIVITY FILM TO LIMIT GREENHOUSE EFFECT AND PROTECT OCCUPANTS FROM HARMFUL FREQUENCIES OF LIGHT (HSG38, 2ND EDITION, HSE 1997) PRIMARILY NATURALLY LIT SPACES INCLUDING STAFF WELFARE SPACES, CIRCULATION ZONES AND HOTEL BEDROOMS FOR WELLBEING AND MAINTAINING HEALTHY CIRCADIAN RHYTHMS. APPROPRIATE DAYLIGHTING LEVELS DEFINED BY ENGINEER IN ACCORDANCE WITH BS8206-2: 2008 & CIBSE SLL LIGHTING HANDBOOK (2018) GUIDELINES

7.5

7.5 PRODUCED BY AN AUTODESK STUDENT VERSION

MARSHALLS SANDER RED BLASTED SANDSTONE PAVERS. PRODUCED TO ISO9001 QA STANDARDS AND USED THROUGHOUT SCHEME AS PART OF ‘STREET TO SEAT’ ACCESSIBILITY PRINCIPLE, ACTING AS RED CARPET GUIDING VISITORS TO ENTRANCES AND THE AUDITORIUM AND, IN THE EVENT OF FIRE, FROM SEAT TO NEAREST ESCAPE AS THE STONE IS A VISUALLY CONTRASTING TEXTURE, TONE, ORIENTATION AND SCALE TO AID VISUALLY IMPAIRED VISITORS (BR 4.2.3 & BS8300-1 & 2: 2018). SPECIFIED AND INSTALLED TO BS 8298: 1994. CONSULT SCOTTISH STONE LIAISON GROUP PUBLICATION ‘NATURAL STONE MASONRY IN MODERN SCOTTISH CONSTRUCTION’

4.5m

GUSTAFS LACQUERED VENEER TIMBER ACOUSTIC PANELLING. FOAM BACKED PERFORATED PANELS TO ABSORB SOUND AND PREVENT UNWANTED LATERAL REFLECTIONS IN AUDITORIUM. ACHIEVES MINIMUM EUROPEAN CLASS C RATING FOR INTERNAL LININGS AS PER BR 2.5.1 WITH A2-s1,d0 EU MATERIAL CLASSIFICATION RATING, ALIGNS WITH LOW CARBON STRATEGY/BREEAM WITH 94% RECYCLED CONTENT WHILE ACHIEVING EXCELLENT ACOUSTIC ABSORPTION COEFFICIENTS (GUSTAFS, 2021; IN COMPLIANCE WITH ACOUSTIC CONDITION RECOMMENDATIONS AS SET OUT IN COX & D’ANTONIO, 2009; ERMANN, 2015 & BIDONDO ET AL, 2015)

MARSHALLS CASTLETON STOCK FACING BRICK. USED ON LOWER RISE BLOCKS TO PROVIDE NEUTRAL BACKDROP TO CONSERVATION AREA BUILDINGS AND THE MAIN AUDITORIUM BLOCK

7.5m

STEEL STRUCTURE. ACHIEVES EU CLASS B FIRE RESISTANCE RATING ALTHOUGH SUSCEPTIBLE TO DEFORMATION UNDER HIGH TEMPERATURES. TO BE COATED WITH INTUMESCENT PAINT. DUE TO THE RELATIVITY OF THE INTERNAL HUMIDITY (60-80% RELATIVE HUMIDITY) ENCOUNTERED IN ROOF TRUSS APPLICATIONS, 2 COATS OF 30 MIKRON (MM) RED OXIDE PRIMER ARE APPLIED TO PREVENT RUST (TATA STEEL)

4.5m

7.5m

IN-SITU & PRECAST CONCRETE. AUDITORIUM AND PRECAST ROOF STRUCTURE TO BS EN 1992-1-1: 2004 ACHIEVING EUROPEAN CLASS A1 FIRE RESISTANCE RATING

MARSHALLS BASALT GREY FACING BRICK. A1 EUROPEAN RESISTANCE TO FIRE CLASSIFICATION (BSEN13501-1: 2018). EXCELLENT PERFORMANCE IN GLASGOW’S MILD MARITIME CLIMATE (MET OFFICE) AND MINIMAL MAINTENANCE REQUIRED. STANDARD TOOTHED BOND WITH 10mm NATURAL COLOURED MORTAR SELECTED TO CREATE GENTLE ‘RIPPLE’ EFFECT UP COLUMNS. SELECTED BASED ON MARSHALS’ ETHICAL RISK INDEX TO ENSURE MATERIALS ARE SUSTAINABLY SOURCED, MEETING “THE REQUIREMENTS OF INTERNATIONAL LAW, UN GLOBAL COMPACT PRINCIPLES, ETHICAL TRADING INITIATIVE CODE AND COMPLIANCE WITH MODERN SLAVERY ACT 2015,” (MARSHALLS BRICK, 2021)

PRODUCED BY AN AUTODESK STUDENT VERSION

MATERIALS A MIX OF LOCALLY SOURCED NEW AND RE-CONSTITUTED MATERIALS FROM SITE AND SURROUNDING AREA USED. REMNANTS OF DEMOLISHED BRICK AND STONE FROM REMNANTS OF BUILDINGS, DREDGED RIVER AND REMOVED PILED FOOTPATH RECONSTITUTED AS AGGREGATES IN CONCRETE, SCREEDS AND HARDCORE. ALL ARE FULLY RECYCLABLE IN EVENT BUILDING IS DEMOLISHED AS PART OF WHOLE LIFE VALUE STRATEGY. BRE FRAMEWORK INITIATIVE FOR LOCAL SOURCING OF MATERIALS TO BE FOLLOWED AS PART OF IMPLEMENTATION OF BES 6001 – FRAMEWORK FOR RESPONSIBLE SOURCING OF CONSTRUCTION PRODUCTS. CONTRACTOR TO LIAISE WITH SPECIALISTS AND MANUFACTURERS TO DEVISE MOST EFFICIENT USE OF MATERIALS TO REDUCE MATERIAL WASTAGE. EXISTING BRICK-LAYING AND MASONRY CONSTRUCTION SYSTEM EXPERTISE IN AREA FROM RECENT HOUSING ASSOCIATION SCHEMES CAPATILISED ON AS PART OF SOCIO-ECONOMIC STRATEGY FOR JOB CREATION N-LINE WITH CDP 3

CONCRETE AUDITORIUM SKIN IN SITU; EUROPEAN A1 CLASS FIRE RESISTANCE AS PER BSEN13501-1: 2018. 2x 220mm SKINS TO ACHIEVE ADEQUATE ACOUSTICAL SEPARATION FROM EXTERNAL NOISE

PRODUCED BY AN AUTODESK STUDENT VERSION

18 14

ROOF IS SUPPORTED BY 18 TRUSSES, JOINING TOGETHER AT TH CROWN. THE TRUSSES EFFECTIVELY SPAN 50m, GROWING IN THICKNESS FROM 2m AT THE EDGE TO 5m IN THE CENTRE BASED ON SPAN TO DEPTH RATIO OF 1:20 AT EDGE OF TRUSS. SIZED BASED ON INFORMATION FROM STRUCTURAL ENGINEER

KEY - SECTION AND LEVEL 00 SITEWIDE ENVIRONMENTAL & STRUCTURAL STRATEGIES

MASONRY CONSTRUCTION A1 EUROPEAN FIRE RESISTANCE CLASSIFICATION OF STRUCTURE AND MARSHALLS BRICK OUTER LEAF SURPASSING MIN. B CLASS FOR RESISTANCE OF FIRE SPREAD AS PER BR SECTIONS 2.6-8 CONSTRUCTED AS PER BS EN 1996-1-1: 2005

CHANGING ROOMS FITTED WITH MVHR SYSTEM TO ELIMINATE NEED TO OPEN WINDOWS FOR PRIVACY AND TO REMOVE STALE WARM AIR BUILT UP VIA HUMIDITY FROM PERSPIRING PERFORMERS (BR 3.14.7)

STEEL SUPERSTRUCTURE IS MOST EFFICIENT MEANS OF SPANNING LARGE SPACE WHILE REMAINING COLUMN FREE INSIDE THE CONCERT HALL FOR THE BENEFIT OF THE VISUAL EXPERIENCE FOR THE AUDIENCE AND ALLOWING FOR MORE COMPLEX, UNORTHODOX AND NON-UNIFORM STRUCTURAL GRIDS. BRACING, SUPPORT AND SIZING OF STRUCTURAL ELEMENTS AND REBAR TO ENGINEERS’ SPEC

DETAIL TANKING & CAISSON

CONCRETE FIRE ESCAPE CORES A1 EUROPEAN FIRE RESISTANCE CLASSIFICATION ACHIEVING LONG DURATION OF RESISTANCE MEETING BR 2.1.9 REQUIREMENT

DETAIL ACOUSTIC SEPARATION

SECTION C-C ENVIRONMENTAL & STRUCTURAL STRATEGIES

CONCRETE VERTICAL CANTILEVER COLUMNS SUPPORTING AUDITORIUM AND STEEL TRUSSES. TO STRUCTURAL ENGINEERS’ SPECIFICATION

MIXED MODE VENTILATION FOR ACCOMMODATION AND CATERING SPACES - NATURAL FOR INDIVIDUAL CONTROL AND MECHANICAL TO SUPPLY SPACES WITH CORRECT RATE OF AIR CHANGE AND TO EXTRACT HOT AIR FROM KITCHEN AND SHOWER SPACES

PRODUCED BY AN AUTODESK STUDENT VERSION

END STAGE GOOD ACOUSTICS STATIC PERFORMANCE

CONCRETE GREYWATER STORAGE TANK TO BE ADEQUATELY SEALED AND LAPPED WITH TANKING MEMBRANE TO PREVENT CONTAMINATION AND GROUNDWATER INGRESS. TO BE INSTALLED WITH FILTRATION SYSTEM TO REMOVE CONTAMINANTS AND OBJECTS SUCH AS LEAVES AND SILT

ACOUSTICS DOUBLE ‘SKIN’

PRODUCED BY AN AUTODESK STUDENT VERSION

S T R A T E G I E S

BR SECTION 5: ACOUSTIC SEPARATION

BUILDING TO BE DESIGNED AND CONSTRUCTED SO AS TO WITHSTAND POTENTIAL FOR DISPROPORTIONATE COLLAPSE AS PER BR 1.2.1&2 AND BS EN-1991-1-7:2006. AUDITORIUM BUILDING CLASSED AS RISK GROUP 3 AS IT IS AN ENTERTAINMENT BUILDING OVER 2 STOREYS. WORKSHOP CLASSED AS FACTORY (CLASS 1) DUE TO METAL AND WOODWORKING AND IS THEREFORE ALSO IN RISK GROUP 3. HOTEL AND COURTYARD BLOCKS CLASSED AS RISK GROUP 2A. GROUP 2A BUILDINGS REQUIRE ASSESSMENT OF ADDITIONAL STRUCTURAL ELEMENTS AS PER STRUCTURAL ENGINEERS’ SPECIFICATIONS, NAMELY TO PROVIDE EFFECTIVE HORIZONTAL TIES, OR EFFECTIVE ANCHORAGE OF SUSPENDED FLOORS TO WALLS, FOR FRAMED AND LOAD-BEARING WALL CONSTRUCTION. FOR THE AUDITORIUM BLOCK, A RIGOROUS RISK ASSESSMENT IS REQUIRED BY THE STRUCTURAL ENGINEER TO REASONABLY PLAN FOR BOTH NORMAL AND ABNORMAL HAZARDS DURING THE LIFE OF THE BUILDING. STRUCTURAL ENGINEER TO SPECIFY AND ADVISE ON DIMENSION, LOCATION AND COORDINATION OF STRUCTURAL ELEMENTS IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE CODES AND STANDARDS IN CLAUSE 1.2.4 AND IN ACCORDANCE WITH RECOMMENDATIONS OF ANNEX A OF BSEN1991-1-7: 2006 AND THE GUIDANCE SET OUT IN MASONRY DESIGN FOR DISPROPORTIONATE COLLAPSE REQUIREMENTS, BRICK DEVELOPMENT ASSOCIATION (FOR COURTYARD BLOCKS), STEEL CONSTRUCTION INSTITUTE AND ‘HOW TO DESIGN CONCRETE BUILDINGS TO SATISFY DISPROPORTIONATE COLLAPSE REQUIREMENTS’ FROM THE CONCRETE CENTRE FOR THE AUDITORIUM.

RAINWATER GUTTERS, PIPES AND OUTLETS TO BE SIZED AND DESIGNED BY M&E CONSULTANT WITH APPROPRIATE REGARD TO PRECIPITATION LEVELS IN GLASGOW. CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH BS EN 12056-3: 2000

SITEWIDE STRUCTURAL AND M&E SYSTEMS STRATEGIES LEVEL 00

SPRING DAMPENERS AT JOINING OF CONCRETE COLUMNS WITHIN DOUBLE AUDITORIUM SKIN TO SUSPEND THE AUDITORIUM ON A BED OF SPRINGS TO STRUCTURAL ENGINEER AND ACOUSTIC CONSULTANTS’ DESIGN. THE PURPOSE OF THE DOUBLE CONCRETE SKIN AND VOID BETWEEN IS TO ELIMINATE LOW FREQUENCY NOISE FROM PASSING BOATS OR SUBWAY TRAINS FROM ENTERING THE AUDITORIUM AND SPOILING THE ACOUSTIC PERFORMANCE. THE SPRINGS THEN ACHIEVE SEPARATION BETWEEN THE STRUCTURES TO PREVENT ADVERSE FLANKING TRANSMISSIONS

GROUND SOURCE HEAT PUMP (GSHP) LOW CARBON, ENVIRONMENTALLY SOUND AND EFFICIENT HEATING SOURCE. REVERSIBLE DURING HOT PERIODS TO PROVIDE COOLING. RIVERS PASSING THROUGH URBAN ENVIRONMENTS HAVE HIGH POTENTIAL FOR WATER SOURCE HEAT PUMP (WSHP) (NATIONAL HEAT MAP: WATER SOURCE HEAT MAP LAYER, 20Q5). MECHANICAL & ELECTRICAL (M&E) AND SUSTAINABILITY CONSULTANT TO INVESTIGATE VIABILITY ALTHOUGH REQUIRED HEATING AND HOT WATER DEMAND MAY NOT BE MET BY WSHP. GSHP PROVIDES RELIABLE YEAR-ROUND HOT WATER, A NECESSARY CONSIDERATION GIVEN THE NUMBER OF SHOWERS PROVIDED IN THE HOTEL AND CHANGING ROOMS. GSHP ALSO SELECTED FOR SAFER, EASIER MAINTENANCE VIA HATCH IN FLOOR OF PLANT ROOM (PREFERABLE TO ELIMINATE RISK OF INSPECTION/MAINTENANCE STAFF WORKING IN WATER ENVIRONMENT DROWNING OR BEING INJURED) GREYWATER RECYCLING STORAGE AND TREATMENT TANK APPROXIMATE LOCATION AND SIZE IN COMPLIANCE WITH BR 3.6.7. TO BE USED TO FLUSH SANITARY FACILITIES AND FOR IRRIGATING SOFT LANDSCAPING DURING DRYER SEASONS, REDUCING LOAD ON POTABLE WATER DEMAND AND ON DRAINAGE & SEWERAGE SYSTEMS AND REDUCING FLOOD RISK (BS8533: 2017). EXCESS WATER TO BE DISCHARGED INTO CAISSON WHICH IN TURN REGULATES DISCHARGE INTO RIVER AS FLOOD MANAGEMENT STRATEGY. GUIDANCE TO BE FOLLOWED AS SET OUT IN CIRIA C539, PAN 61: SUDS, PAN 69: FLOOD RISK AND PAN 79 WATER & DRAINAGE. TO BE DESIGNED BY M&E AND CIVIL ENGINEERING CONSULTANTS AND CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH WATER BYELAWS 2004 AND THE WATER REGULATIONS ADVISORY SCHEME (WRAS) NOTES NO. 9-02-04 AND 9-02-05, 1999, SUBJECT APPROVAL BY SCOTTISH WATER/THE WATER AUTHORITY IN ACCORDANCE WITH ‘SEWERS FOR SCOTLAND’. BUILDING MANUAL MUST INCLUDE STRICT INSTRUCTIONS REGARDING MAINTENANCE REQUIREMENTS FOR GREYWATER SYSTEM. REQUIRES A RISK ASSESSMENT BEFORE INSTALLATION AND MAINTENANCE. COMMUNITY ENERGY CENTRE TO PROVIDE ENERGY AND HEAT AND HOT WATER TO SCHEME AS WELL AS NEIGHBOURING PROPOSED AFFORDABLE RESIDENTIAL BLOCKS OF MASTERPLAN TO EAST (TO FOLLOW AFTER CONSTRUCTION OF CONCERT HALL). TO STRUCTURAL, M&E ENGINEER AND SUSTAINABILITY CONSULTANTS’ DESIGN. SITE LOCATED IN AREA OF GREATEST POTENTIAL FOR DISTRICT HEATING PLANS ACCORDING TO CDP 5 - RESOURCE MANAGEMENT (GCC, 2019). BR SECTIONS 3.21 & 22 TO BE COMPLIED WITH REGARDING SUBDIVISION AND COMPARTMENTATION OF PLANT ROOMS TO M&E CONSULTANT AND MANUFACTURERS’ SPECIFICATIONS PLANT ROOM FOR HEAT AND ENERGY SUPPLY TO SCHEME BR 3.17.4 - BIOMASS BOILER TO BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH BS 8303: PARTS 1 TO 3: 1994 BY A REGISTERED HEATING ENGINEER AS RECOMMENDED BY THE HEATING EQUIPMENT TESTING AND APPROVAL SCHEME (HETAS). CIBSE KNOWLEDGE SERIES (KS)10 GUIDANCE TO BE FOLLOWED FOR INSTALLATION, OPERATION AND MAINTENANCE OF BIOMASS WOOD PELLET SYSTEM. DELIVERY HATCH FOR HOPPER SHOWN TO CONSULTANTS’ DESIGN. SPACE ALSO INCLUDED FOR EMERGENCY POWER SUPPLY RUN ON PROTECTED CIRCUIT AS PER BR 2.14.7 BIOMASS HOPPER LOADING HATCH FOR PELLETS FOR DELIVERY WAGONS. BR 3.23.4 REQUIRES ROOM CONSTRUCTED WITH MEDIUM FIRE RESISTANCE (MASONRY = LONG) AND OUTWARD OPENING DOORS IN DIRECTION OF ESCAPE AS PER TABLE 3.21 WITH MATERIALS IN ACCORDANCE WITH ANNEX TYPE 5 2.D.1 AND EXTERNAL WALLS CONSTRUCTED TO TYPE 8 OR 9 AS PER STRUCTURAL AND FIRE ENGINEER RECOMMENDATIONS. BIOMASS BOILER LOCATED IN NEIGHBOURING PLANT ROOM WITH FUEL STORE FARTHEST FROM EXITS. BS EN 303-5: 1999 TO BE ADHERED TO IN PREVENTION OF BACK BURNING AND FIRE PROOFING STORAGE FROM BOILER FAILURE. BIOMASS EXHAUST FLUE PIPES TO BE MANUFACTURED FROM STAINLESS STEEL DESIGNATED VM-L50100 IN ACCORDANCE WITH BSEN1856-2: 2003 AND COMPLIANT WITH BR SECTIONS 3.18.5 & 19 DESIGNED TO M&E CONSULTANT’S SPEC AND MANUFACTURER’S SPECIFICATIONS AND INSTALLATION REQUIREMENTS. BR 3.19.4: FLUE PIPE TO BE DISTANCED FROM COMBUSTIBLE BIOMASS FUEL SOURCE IN ACCORDANCE WITH BS EN 1856-2: 2005 AND SIZED IN ACCORDANCE WITH BR 3.20.8, EXITING EXTERNALLY AS IT IS CONSTRUCTED WITH STAINLESS STEEL METAL AND APPROPRIATE LINING. TO PROTRUDE A MINIMUM OF 1000MM ABOVE AND 2300MM HORIZONTALLY CLEAR OF ROOF FINISH AS PER TABLE 3.15 MVHR EXTRACT OPERATION OF CLIMATE CONTROL, VENTILATION, HEATING AND LIGHTING SYSTEMS TO BE AUTOMATED AS MUCH AS POSSIBLE AND CONTROLLED BY BUILDING MANAGEMENT STAFF FROM SECURITY SUITE FOR SIMPLICITY AND TO REDUCE THE LIKELIHOOD OF FAILURE RESULTING FROM HUMAN ERROR, ABUSE OR DAMAGE TO SYSTEMS/SUPPLIES AND FOR THE SUSTAINABLE USE OF FUEL. SYSTEM USE AND MAINTENANCE TO BE DETAILED IN BUILDING MANUAL BY PRINCIPAL DESIGNER INCORPORATING INSTRUCTIONS FROM M&E CONSULTANT AND MANUFACTURERS AND DESIGNED TO BR 3.14.5 TO THE RECOMMENDATIONS OF BS - BRE GBG 67 GUIDANCE TO BE FOLLOWED TO ACHIEVE APPROPRIATE AIRTIGHTNESS. BUILDING TO BE CONSTRUCTED ACCORDING TO THOROUGHLY DEVELOPED DETAILS SUBMITTED TO BUILDING CONTROL AT RIBA STAGE 4 AND RIGOROUSLY TESTED BEFORE HAND OVER AT STAGE 6. SYSTEM TO M&E CONSULTANTS’ SPECIFICATION. AUDITORIUM MVHR TO REDUCE HEAT BUILD UP FROM OCCUPANCY AT PEAK TIMES WHILE MAINTAINING CONSISTENT ATMOSPHERIC PRESSURE, TEMPERATURE AND HUMIDITY FOR PIPING PERFORMANCES AS PER BR 3.15.7 AND HANDLE REQUIRED AIR CHANGE VOLUME AS PER 3.14. IT IS ESSENTIAL THAT SYSTEMS ARE ADEQUATELY DESIGNED AND INSULATED TO KEEP NOISE OF MACHINERY TO MINIMUM IN AUDITORIUM AND PREVENT AIRBORNE, FLANKING AND IMPACT SOUND TRANSMISSION MVHR PROVISION RECYCLING AND WASTE STAGING LOCATION & ACCESS ROUTES COGNISANT OF MAX. BIN PULL DISTANCE AS SET BY GCC TO BE COMPLIED WITH AT PLANNING STAGE. ZONE ALSO USED FOR STAFF CYCLE PARKING AND FOR FOOD DELIVERY TO CAFE ABOVE

Page 2

2500

FD60 1800

3180

FD90 1800

9.2m

3620

12.3m

PRODUCED BY AN AUTODESK STUDENT VERSION

F.F.L.0.00

Fire Fighting Stair Area = 27.0m2

1800 2500 1200

1050

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

4200

1800

Fire Fighting Lobby Area = 18.3m2

LEVEL 02

1800 c/o width

1500

OCCUPANCY OF THE 1002m CONCERT HALL IS 442 INCLUDING UP TO 30 PERFORMERS, 4 JUDGES AND 6 BACK OF HOUSE OPERATIVES. BR 2.9.2 IS VAGUE REGARDING THE OCCUPANCY LOAD FACTORS OF AUDITORIA WITH FIXED SEATING, WITH 0.5 SET FOR ENTERTAINMENT BUILDINGS. ACCORDING TO TABLE 3 OF BS5588-6-1991 (PAGE 15) THE NUMBER OF SEATS (WHEN KNOWN) IS PREFERABLE FOR SETTING OCCUPANT DENSITIES, WHICH THEY SET AT 0.4-0.5M2 OF FLOOR AREA PER PERSON, AND 0.45 FOR BENCH SEATING AREAS. GIVEN THE SEATS IN THIS AUDITORIUM ARE APPROXIMATELY 0.45m2, IT IS ASSUMED THAT THE OCCUPANCY LOAD FACTOR IS 0.45, PROVIDING SPACE FOR APPROXIMATELY 2227 OCCUPANTS. ALL ESCAPE ROUTE DOORS AND STAIRS ON LEVELS 1-3 (WITH A PLANNED OCCUPANCY OF OVER 60 PER FLOOR) ARE SIZED AT 1800mm, WHILE ROUTES ON THE UPPER LEVEL ARE NO LESS THAN 1200mm WITH CAPACITIES BELOW 60 PER EXIT, JOINING THE MAIN FLOW OF ESCAPE AT THE STOREY EXITS 2

2.9m

3.1m 7.2m

SCHEME IN COMPLIANCE WITH RECOMMENDATIONS OF 6.3.1 IN BS5588-6:1991 AS: A) ESCAPE ROUTES GIVE ACCESS TO FINAL EXITS OR PROTECTED ROUTES TO FINAL EXITS, B) & D) EXITS ARE DISTRIBUTED UNIFORMLY AND WITH THEIR OWN INDEPENDENT PROTECTED SPACES C) BARS AND THEIR ANCILLARY SPACES WITHIN FOYERS SURROUNDING THE AUDITORIUM ARE (1) LIMITED TO THEIR OWN COMPARTMENTS AND SEPARATED FROM THE ESCAPE ROUTE BY MEDIUM FIRE-RESISTING WALLS AND DOORS TO THE PROTECTED FOYER ZONES BETWEEN STAIRS AND AUDITORIUM ENTRANCES WHILE (2) BOTH SPACES ARE FITTED WITH AUTOMATIC FIRE DETECTION, WARNING AND SUPPRESSION SYSTEMS. (3) ADDITIONALLY, ESCAPE ROUTES HAVE SUFFICIENT SPACE FOR, IN THEORY, ALL BUILDING OCCUPANTS TO ESCAPE VIA ONE ROUTE SHOULD OTHER ROUTES BE UNACCESSIBLE TO ALLOW TOTAL EVACUATION OF PUBLIC AREAS AS PER RECOMMENDATIONS

4 OF 26 BEDROOMS IN HOTEL ARE WHEELCHAIR ACCESSIBLE AS PER THE MIN. 10% REQUIREMENT IN CLAUSE 4.2 & BS 8300: 2009

1800

700

6.5m

6.9m

3.1m

BR 2.1.1: MULTI-STOREY ENTERTAINMENT BUILDING WITH MAX AREA OF COMPARTMENT WITH AUTOMATIC SUPPRESSION SYSTEM = 2000m2 (1002m2 NET INTERNAL AREA [NIA]). HOTEL = MAX 2,000m2 WITH MEDIUM FIRE RATING (AS BELOW 18m HEIGHT) (>750m2 NIA). CHANGING ROOMS/ REHEARSAL SPACES ARE ASSEMBLY BUILDING = 1500m2 MAX (150m2) BUT BELOW HOTEL SO RATED AS MEDIUM FOR SEPARATION. WORKSHOP = 90m2 - MEDIUM RATING. COMPARTMENTALISED FROM TEACHING WING SO THAT EACH WING CAN BE ACCESSED/LOCKED INDEPENDENTLY FOR DIFFERENT USE TIMES. REST OF SPACES ARE GENERAL ASSEMBLY BELOW 7.5m HIGH AND 1500m2 SO SHORT RESISTANCE REQUIRED

FD60 1800

FD60 2000

PRODUCED BY AN AUTODESK STUDENT VERSION

FD60 1800

1050

PRODUCED BY AN AUTODESK STUDENT VERSION

COMMS CUPBOARD

PRODUCED BY AN AUTODESK STUDENT VERSION

1800 c/o width

2000

SOUTH FIRE FIGHTING SHAFT FINAL EXIT LEVEL PLAN

25.9m

FD60 1800

7.9m

9.0m

13.9m

9,1m

FD60 1.9m 1800

FD90 2000

7.8m 7500

FD90 1800

1050

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

1200

2.0m 5.2m

5.2m 5.6m

700

FD60 1800

1500

FD90 1800

4.3m

9.5m

FD90 1800

9.5m

9.7m

6.6m

1.6m

FD90 1800

4.5m

LD30 1050

FD90 1800

9.7m

FD30 1800

FD60 1800

13.3m 4.8m

Fire Exit

HAZARD: GREATER DEGREE OF CONTROL REQUIRED DURING EVACUATION SCENARIOS DUE TO VARIATION OF BEHAVIOUR PROFILES OF YOUNG, EXCITABLE PERSONS AS PER BR 2.11.3-8 AND ADVICE OF BS5588-6: 1991. THE PERFORMANCE AND TUTORING SPACES ARE PRIMARILY DESIGNED FOR THE SCHOOL-AGE CHILDREN OF THE GSPDA BAND. THIS REQUIRES MORE ATTENTION TO ESCAPE FOR PARENTS AND CHILDREN, ESPECIALLY WHEN SEATED/LOCATED APART FROM ONE ANOTHER AS THEIR BEHAVIOUR IN EMERGENCY SITUATIONS MAY DIFFER TO THAT OF ADULTS. THE STAGE FLOOR (LEVEL 00) IS PROVIDED WITH SUFFICIENT SEATING FOR 2 PARENTS PER PERFORMING CHILD, WITH TERMINAL ESCAPE EXITS LOCATED ON THIS LEVEL. ESCAPE ROUTES PASS THE EDGE OF THE STAGE TO PREVENT THE CLASHING OF STREAMS AS PARENTS/GUARDIANS COLLECT THEIR CHILDREN, WHILE ESCAPE ROUTE WIDTHS COMFORTABLY EXCEED MINIMUM REQUIREMENTS TO ALLOW FOR ALL PERFORMERS AND PARENTS TO EXIT THROUGH THE ONE ROUTE IF NECESSARY AS PER RECOMMENDATIONS A & C IN CLAUSE 6.2.2. BS7874-2-6: 2019 PROVIDES ADDITIONAL GUIDANCE TO BE FOLLOWED

FD60 1800

NORTH FIRE FIGHTING SHAFT FINAL EXIT LEVEL PLAN

34.7m

6.2m 8.9m

NATURAL SMOKE CONTROL VENTS IN AREAS OUT WITH AUDITORIUM COMPLY WITH BS5588-5 CLAUSE 31.3, ARE WELL DISTRIBUTED SITUATED AT HIGH LEVEL FOR EASY FIRE SERVICE ACCESS, CLEARLY IDENTIFIABLE AND OPENED BY FIRE SERVICE WITH SQUARE-ENDED KEY

7.1m FD90 1200

FD60 1800

FOYER AREAS ARE USED AS ROUTES OF ESCAPE DUE TO OCCUPANTS RELATIVE FAMILIARITY WITH THESE AREAS. THEY CONSIST OF MINIMUM MEDIUM/1HR FIRE RATED CONSTRUCTION AND SELF-CLOSING FIRE DOORS, WITH NO COOKING OR HIGH RISK ACTIVITIES CONTAINED WITHIN AS PER 6.3.2.

6.5m 5.6m

14.9m

FD60 1200

8.8m

FD60 1200 FD60 1800

16.1+ 22.8m

FD60 1200

10.9m

7.5m

10.3m FD60 1200

FD60 1200

FD60 1800

FD60 1200

3.2m 6.4m

FD60 1200

4.3m

FD60 1200

450 490

845

19378

845 845

570

3300

3000

19418

FD90 1200

FD90 1800

15.4m

11.3m

0001

0051 900

1700

0022

0222

1000

0001

009

004R

1000

0071

0001

0001 008

6.9m

12m FD60 1800

FD60 1800

2500

3.4m

FD60 1800

2.8m 2635

28.5m

13.2m

FD90 1800

NOIS

REV T

NEDU

TS KS

EDOT

YB DE

14.9m

CUDO

PRODUCED

BY AN

AUTODESK

STUDENT

VERSION

27.8m

VERSION STUDENT

UA NA EDOT TS KS REV T NOIS

AUTODESK BY AN PRODUCED

VERSION

400

0 400

STUDENT

PRODUCED BY AN AUTODESK STUDENT VERSION

CUDO

YB DE

AUTODESK

UA NA

VERSION

BY AN

EDOT

STUDENT

VERSION

TS KS

NEDU

AUTODESK

STUDENT

REV T

BY AN

AUTODESK

NOIS

PRODUCED

FD60 1800 FD30 1800

BY AN

YB DE

CUDO

PRODUCED

UA NA

FD90 1800

PRODUCED

027.8m 1

703

30 / 30 FIRE RATED WALL CONSTRUCTION INTEGRITY AS PER BR 2.1.9

19.2m

ROUTE FROM FINAL ESCAPE DOOR TO SAFE ASSEMBLY POINT

FIRE ASSEMBLY POINT IN ACCORDANCE WITH BS9999:2017

FIRE FIGHTER ACCESS FROM FIRE APPLIANCE PARKING LOCATION (PROVIDED IN ACCORDANCE WITH BR 2.14.7). MAX DISTANCE BETWEEN APPLIANCE AND FIREFIGHTING CORE ENTRANCE <18m AS PER BR 2.12.4 PROPOSED FIRE HYDRANT LOCATION AS PER BR 2.13.2 CONSTRUCTED TO BS750: 2006 AND CLEARLY INDICATED BY SIGNAGE IN AN OBVIOUS LOCATION IN ACCORDANCE WITH BS3251:1976. NEW HYDRANTS LOCATED AS PER LEVEL 00 PLAN TO COMPLY WITH BS5306-1:2006 AND NATURAL WATER SUPPLY FROM RIVER CLYDE/’MOAT’ DISCHARGE AREA UPON AGREEMENT WITH SCOTTISH FIRE & RESCUE SERVICE, SCOTTISH WATER AND SEPA IN LINE WITH GLASGOW AND THE CLYDE VALLEY STRATEGIC DEVELOPMENT PLAN (GCVSDP)AND AS ADVISED BY LOCAL BIODIVERSITY ACTION PLAN (LBAP, 2001/2) AND THE CLYDE 2020 – ACTION PLAN (CLYDE MARINE PLANNING PARTNERSHIP), GLASGOW CDP (GCC), WATER BYELAWS, ENVIRONMENTAL ACT 1994 AND WATER ENVIRONMENT (CONTROLLED ACTIVITIES) (SCOTLAND) REGULATIONS, 2005. TANK/PUMPING HARDWARE MAY BE REQUIRED. TO BE CONFIRMED IN CONSULTATION WITH ABOVE AUTHORITIES. REGULATIONS, 2005.

30.1m

FD60 1800

SPACES OF HIGH FIRE RISK INCLUDING KITCHENS, WORKSHOP AND STORAGE SPACE TO HAVE MINIMUM MEDIUM FIRE RESISTING RATED CONSTRUCTION. HIGH RISK SPACES ARE NOT LOCATED ON ESCAPE ROUTES UNLESS PROVIDED WITH MEDIUM FIRE RESISTING MATERIALS AND SELF-CLOSING DOORS AS PER BR 2.9.24 AND CLAUSE 6.3.2 - c)3) OF BS5588-6:1991 BUILDING CONTROL/SECURITY SUITE LOCATED WITHIN STAFF ONLY ACCESS ZONE OF BOX OFFICE BUILDING CAN BE UTILISED AS COMMAND CENTRE, EQUIPPED WITH ALL BUILDING MONITORING SYSTEMS (AS SET OUT BY BS5839-1:2017, NEIGHBOURING THE PLANT ROOM AND TO INCLUDE EMERGENCY SHUT-OFF SWITCHES FOR DISCHARGE LIGHTING IN AUDITORIUM DUE TO HIGH VOLTAGE HAZARDS AS PER CLAUSE 28 OF BS5588-6:1991, SITUATED AND INSTALLED AS PER IEE WIRING REGULATIONS AND SCOTTISH FIRE & RESCUE REQUIREMENTS FROM CONSULTATION. OPERATIONAL DETAILS TO BE DISCUSSED IN CONSULTATIONS WITH CLIENT AND FIRE SERVICE

4.4m

19.2m

LD30 1050

FD90 1800

FD90 1800 FD30 1800

7.9m

37.2m

10.6m

18.8m

SIMPLIFIED APPROACH TO ALTERNATIVE FIRE SAFETY (BUILDING STANDARDS DIVISION, 2010:10) SETS OUT ALTERNATE METHODS OF COMPLIANCE REGARDING THE BUILDINGS’ UNIQUE GEOMETRY. INCREASED ESCAPE TIMES CAN BE ACCOMMODATED AS SMOKE BUILDS UP HIGH ABOVE OCCUPANT HEAD HEIGHTS DUE TO SMOKE RESERVOIR EFFECT OF AUDITORIUM FOR WHICH THE TECHNICAL HANDBOOK DOES NOT TAKE ACCOUNT OF “ALLOW(ING) A DEGREE OF FLEXIBILITY WITHOUT COMPROMISING SAFETY... ADVICE OF A SPECIALIST FIRE SAFETY ENGINEER SHOULD BE SOUGHT ESPECIALLY IF SMOKE CALCULATIONS ARE PROVIDED TO VERIFY THAT SAFE EGRESS CAN BE ACHIEVED.”

PROTECTED ZONE IN FRONT OF FF LOBBIES AS CAN ONLY ACCESS 1 SPACE TO PROVIDE EXTRA PROTECTION TO FF CORE FROM HIGHEST RISK SPACE AND COMBUSTION FUEL SOURCES. ALL PROTECTED ZONES EITHER CONTAIN OR LEAD TO A STOREY EXIT IN NEXT SUCCESSIVE COMPARTMENT AS PER BR 2.9.6: HORIZONTAL EVACUATION

ROUTES TO SANITARY PROVISION - ALL ACCESSIBLE WASH CLOSETS ARE WITHIN THE 45m MAXIMUM PERMISSABLE HORIZONTAL TRAVEL DISTANCE AS PER BR 3.12.9

7.3m

FD60 1800

56.2m

PROPOSED FIRE MAIN RING WITH DISTANCE BETWEEN HYDRANTS (MAX 60m) AS PER BR 2.13.2. HYDRANTS MAX 60m FROM FIREFIGHTING ENTRANCES, LOCATED ADJACENT TO FIRE APPLIANCE PARKING SPACE WITH MINIMUM 6m STANDOFF FROM BUILDING

17.4m 20.1m

FD60 1800

DIRECTION OF ESCAPE AND DISTANCE TO NEAREST SAFE EXIT OR COMPARTMENT. BUILDING COMPLIES WITH BR 2.9.3 AS ESCAPE DISTANCES DO NOT EXCEED 15m IN AUDITORIUM, EDUCATION WING, HOTEL AND WORKSHOP WITH MINIMUM 2 POSSIBLE ROOM AND STOREY EXITS FOR AUDITORIUM AND HOTEL AS PER BR 2.9.8. PLANT ROOM TRAVEL DISTANCES ARE NO MORE THAN 45m WITH 2 DIRECTIONS OF ESCAPE

17.2m

FD90 1200

7.9m

LD30 1050

FD30 1800

FD90 1800

8.1m

800

008 004

0002 004

1760

800

0671

008

0671

AUDITORIUM LEVEL 01 SOUTH EAST: FEMALE & MALE GUEST PROVISION - COMPLIANT FEMALE: FEMALE: 5(5) WCs + 5(5) SINKS MALE: 4(1) WC, 3(2) URINALS + 5(2) SINKS

AUDITORIUMPRODUCED LEVEL 01 SOUTH WEST: FEMALE & MALE GUEST PROVISION - COMPLIANT BY AN AUTODESK STUDENT VERSION FEMALE: FEMALE: 5(5) WCs + 5(5) SINKS MALE: 4(1) WC, 3(2) URINALS + 5(2) SINKS

BS 6465-1:2006+A1:2009 First Aid Rooms requires the provision of a sink or washbasin with a supply of drinking water, with wash facilities to be located in an adjacent compartment. 2x First Aid rooms are located in the undercroft of the auditorium on the stage floor (Level 01) and Level 02 as per the Heath and Safety (First Aid) Regulations 1981, primarily to tend to those injured while performing, or while dancing at ceilidhs and other events. These have sufficient space to be converted to a Changing Places Toilet (CPT) for those with complex impairments if deemed necessary as per BR 3.12.13, to be compliant with BS8300-2:2018. An enlarged accessible toilet is located on Level 00 of the performers’ wing, with another in the box office, to tend to staff, pupils or members of the public injured or unwell in any other area of the building out-with the performance areas, particularly regarding those at risk of injury operating machinery in the workshop. Where drinking water is supplied, this is to be provided to BS S6.4.4 & to comply with Workplace (Health, Safety & Welfare) Regulations 1992 [13] Annex A. Minimum numbers of facilities per gender, floor and occupancy type are outlined below and met or exceeded in every instance as per adjacent sanitary drawings. Accessible toilets are provided alongside standard facilities in every area except the top two levels of the auditorium, although accessible facilities are located on the adjacent floor, accessed via passenger lift, within the 45m horizontal travel distance limit of accessible auditorium seating locations. Right and left handed transfer layouts are provided on Levels 01 & 02 for those who prefer or require alternative layouts. Layout, fixtures, fittings and environment of accessible facilities to be in accordance with clause 18 of BS8300-2:2018. 4 of 26 bedrooms in the hotel are accessible with an additional bed for carers, surpassing the 10% requirement for provision. Shower areas in changing rooms are also inclusive of extra activity space. Sanitary pipework in accordance with BR 3.7.1 & BSEN12056-2: 2000 to M&E consultant’s specification Zone Use Classification (Location)

Occupancy Type

Gender

Occupancy

Water Closets (WCs)

Wash Hand Basins (WHBs)

Urinals

Auditorium Assembly/Entertainment Building Standards 3.12.2 & 5 (Main concert hall, Levels 01-04)

Public Level 04

Male

50 40:60 male:female split assumed as per 6.8 (c) of BS64651:2006+A1 2009

Public Level 03

Male

Public Level 02

Male

Public Level 01

Male

Staff Level 02

Male

Public Located on Level 01

Male

Staff Located on Level 00

Male

Changing Areas Assembly/Entertainment Building Standards 3.12.5 (Performers’ Wing, Level 01)

Performers Caters for those in tune-up rooms or those waiting on Level 01 to perform

Unisex - to be flexible for either male or female

Canteen (Green Room) Food Outlet with Seating Building Standards 3.12.2 & 5 (Performers’ Wing, Level 00)

Performers located on Level 01

Male

Staff Located on Level 00

Male

Security/Box Office Office Building Standards 3.12.2 (Below Courtyard, Level 00)

Staff

Male

Education Wing School In accordance with School Premises (General Requirements and Standards) (Scotland) Regulations 1967 3.15 & 16, tables 8 & 9 and as per recommendations of BS 6465-1: 2006+A1:2009 Reg 6.7 (West of Courtyard, Level 00)

Performers Staff to utilise facilities in workshop for child protection purposes as per Workplace (Health, Safety & Welfare) Regulations 1992 [13]

Male

Hotel Building Standards 3.12.3 Accommodation (Performers’ Wing, Levels 0-4)

Performers 1 shower per room

Male

Staff Located on Level 00

Male

Performance judges and performers to use facilities located in green room area on levels 00 and 01 of performers’ wing. While Levels 03 & 04 have less toilets than required due to spatial limitations, there are surplus facilities on Levels 01 & 02 with 45m of these seats

Courtyard Café Food Outlet with Seating Provision Building Standards 3.12.2 & 5 (East of Courtyard, Level 01)

FD60 1800

20.8m

8.4m

13694

39.8m

30.1m FD90 2100

14.9m

22.8m

29.8m

25.4m

19.8m

FD90 2100

40m

SEPARATION: MEDIUM FIRE RESISTING CONSTRUCTION OF WALLS BETWEEN SPACES WITHIN BUILDING OF VARYING USE CLASSES SUCH AS BETWEEN WORKSHOP AND EDUCATION SUITE. DUAL USE SHOP/RECEPTION IN WORKSHOP ACTS AS SEPARATING LOBBY AND ALLOWS FOR WORKSHOP OR EDUCATION SUITE TO OPERATE IN ISOLATION TO REDUCE ENERGY USAGE AND FOR SAFETY TO PREVENT UNAUTHORISED VISITORS OUT-WITH OPERATIONAL HOURS - FOR EXAMPLE EDUCATION SUITE CAN BE ACCESSED AT WEEKENDS WHEN WORKSHOP IS CLOSED (BR 2.2.1)

0071

400

STAFF ONLY SPACES PROVIDED WITH APPROPRIATE SANITARY AND WELFARE FACILITIES AS PER BR 3.12.2

17.7m

20.8m

FD60 1800

14.9m

FIRE TENDER ACCESS ROUTE: 6m CLEAR OPERATING WIDTH WITH 2.2m STANDOFF FOR HIGH REACH APPLIANCE TURNTABLE SWING AND/OR SPACE FOR STABILISERS AS PER BR 2.12.3. RIVERFRONT AND LANDSCAPED SURFACES TO WITHSTAND MINIMUM 18.3KG/M2 BEARING CAPACITY FOR FIRE TENDER (BR 2.13.2-4). TO BE DEVELOPED IN CONJUNCTION WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. 75% OF THE BUILDING PERIMETER IS ACCESSIBLE TO FIRE APPLIANCES IN ACCORDANCE WITH THE 15% REQUIREMENT IN BS5588-5:2004 CLAUSE 5.1 FOR BUILDINGS IN EXCESS OF 2000m2 WITH FIRE MAINS

0021 1700

1760

SANITARY PROVISIONS IN COMPLIANCE WITH BR 3.12 (SEE ADJACENT TABLE AND DETAIL DRAWINGS)

FD60 1800

2.6m

008

1200

Female

Female 183

Female Female

111 (concert) or 140 (ceilidh)

Female Female

48 covers + provisions for takeaway

20 per changing area 3 showers included

Female

7500

9.6m

FD60 1800

8.4m

FD90 2100

FD60 1800

10.5m

FD60 2100

FD60 1200 FD60 1200

FD60 1200

12.2m 26.3m FD60 1200

FD60 1200

7.9m

11.4m

10m

1803

5.1m FD60 1200

FD90 2100

6.1m

14.2m

FD60 1200

5000

5.1m

11.9m

6.7m

7500

18000

31.3m

11m

7.8m

3872 4.5m

5.2m

FD60 1800

FD60 2000

3.6m

46.0m

7.0m

30623

FD60 1800

>18m

FD60 2100

7.1m 5.3m 3m

8.6m 7.6m

OCCUPANT LOAD CAPACITY OF EDUCATION WING AT OLF OF 5/126m2 = 25 OLF OF WORKSHOP = 90m2/5 = 18

FD60 2000

8.6m FD60 1200

BR 2.9.2 - OCCUPANT LOAD CAPACITY OF HOTEL AT OCCUPANT LOAD FACTOR (OLF) OF 293m2/5 = 58.5 PER FLOOR OLF OF WORKSHOP = 90m2/5 = 18

7.9m

1.4m

9.8m

2.8m FD60 1200

FD60 1200

FD60 1800

11.4m

41.6m

11.3m

FD60 1800

8.7m

8.4m

FD60 1200

26.8m FD60 1800

FIRE TENDER ACCESS ROUTE - 6m CLEAR OPERATING WIDTH WITH 2.2m STANDOFF FOR HIGH REACH APPLIANCE TURNTABLE SWING AND/OR SPACE FOR STABILISERS AS PER BR 2.14.3

51.4m

LD30 1050 FD90 1800

FD30 1800

LEVEL 04

7.9m

11.3m

12531

11.2m

10.8m

LD30 1050 Sand

0021

1500

60 / 60 FIRE RATED WALL CONSTRUCTION (INSULATION & INTEGRITY) AS PER BR 2.1.9

12.2m

28.4m

14797

5.5m

3500

FD60 1800

1200

400

TURNING CIRCLE FOR FIRE APPLIANCE IS >19.2m AND WITHIN 20m MAX REVERSING DISTANCE AS REQUIRED BY BR 2.13.2

FD90 1800

6345

MINIMUM MEDIUM RESISTANCE OF WALLS AND DOORS (BR 2.9.24) PROTECTED ZONES AND CLADDING MINIMUM CLASS B LIMITED COMBUSTION TO LIMIT SPREAD (2.6.9) - EXTERNAL WALLS ARE BRICK SO A1. SANITARY FACILITIES BESIDE FIREFIGHTING SHAFTS MIN. CLASS B

7.7m

2500

BS5588-6:1991: AUDITORIUM SEATING IN ADHERENCE WITH 8.5.2: MATERIALS TO SATISFY PASS CRITERIA FOR SMOULDERING IGNITION SOURCE 0, FLAMING IGNITION SOURCE 1 AND CRIB IGNITION SOURCE 5 WHEN TESTED IN ACCORDANCE WITH SECTION 5 OF BS 5852:1990. FURNISHING, FABRIC AND DECORATIONS TO BE NON-COMBUSTIBLE OR MINIMUM B CLASSIFICATION AS PER BS58672:1980 AS PER CLAUSE 8.6.2 A) AND B) NOT BE LOCATED ON ESCAPE ROUTES UNLESS NON-COMBUSTIBLE. C) DRAPES ARE NOT USED IN ANY LOCATION AND FLOOR COVERINGS AND UNDERLAYS TO COMPLY WITH BS4790 WITH REGARDS TO NON-IGNITION

LD30 1050

FD90 1800

11.3m

41.3m

14.4m

FD90 1800

2220

41567

FD60 1800

14.9m

11.2m

1000 2200

2000

12.7m 9.9m

FD60 1800

FD90 1800

LD30 1050

20000

18.4m

FD90 1800

FD90 1200

Fire Evacuation Horn

90 / 90 FIRE RATED WALL CONSTRUCTION (INSULATION & INTEGRITY) AS PER BR 2.1.9 FOR SPACES IN AUDITORIUM BLOCK. BUILDING FOLLOWS REGULATIONS FOR THOSE WITH TOPSTOREYS OVER 18m AS PART OF ALTERNATIVE APPROACH TO FIRE SAFETY COMPLIANCE (BR 2.0.7 & BS7974: 2019) DUE TO COMPLEXITY AND SCALE OF CONCERT HALL

FD90 1800

5.5m

AUDITORIUM LEVEL 02: FEMALE GUEST PROVISION - COMPLIANT FEMALE: 5(5) WCs + 6(5) SINKS

1000

FD30 1800

14111

PRODUCED BY AN AUTODESK STUDENT VERSION

LD30 1050

AUDITORIUM LEVEL 02: MALE GUEST PROVISION - COMPLIANT MALE: 3(1) WC, 4(2) URINALS + 5(2) SINKS

800

58.9m

FD30 1800

3300

FD30 1800 FD60 1800

FD60 1800

15.7m

3000

DOUBLE DOOR LOBBY TO AUDITORIUM BOTH A FIRE SAFETY FEATURE TO SEPARATE AUDITORIUM FROM PROTECTED LOBBY AND AN ACOUSTIC ‘SOUND LOCK’ TO 9.4m MAINTAIN AUDIO SEAL

WATERFRONT INACCESSIBLE TO APPLIANCES. LONDONFIRE-GOV (2021) NOTES HIGH REACH APPLIANCE AND WATER BASED APPLIANCES WITH 32M REACH. TO BE DISCUSSED WITH FIRE & RESCUE (F&R) SERVICE & GLASGOW PORT AUTHORITY

TURNING CIRCLE FOR FIRE APPLIANCE IS >19.2m AND WITHIN 20m MAX REVERSING DISTANCE AS REQUIRED BY BR 2.12.2

3190

1886

400

PRODUCED BY AN AUTODESK STUDENT VERSION

570

14302

680

9.2m

LEVEL 01

3300

450 900

680

340

45.0m

510

365

FD60 1200

620

845

6.0m

450

12112

385

490

ACCESSIBILITY: A PROPORTION OF SUNLIGHT PENETRATES THE SHELL WHICH AIDS ORIENTATION AND WAY FINDING FOR GUESTS FROM THE COURTYARD, ASCENDING STAIRS, TO FIND THE CORRECT DOOR WHICH LEADS TO THEIR SEAT. LIFTS ARE LOCATED THROUGHOUT THE SCHEME AS CLOSE AS POSSIBLE TO STAIRS TO PROVIDE AS EQUITABLE AN EXPERIENCE FOR ALL AS POSSIBLE. THE LIGHT, TOGETHER WITH A CHANGE IN FLOORING MATERIAL WHICH REPRESENTS THE LAVA SPILLING OUT OF THE ‘VOLCANO’ AUDITORIUM - PART OF THE DESIGN CONCEPT - ACTS AS A RED CARPET TO GUIDE GUESTS ON THEIR JOURNEY THROUGH THE BUILDING IN A ‘STREET TO SEAT’ CONCEPT. THE SAME RED SANDSTONE, DISTINCT IN TONE, SCALE, TEXTURE AND ORIENTATION FROM THE BORDERING BASALT BRICK (REPRESENTING COOLED, SET LAVA) AIDS AS WAYFINDING FOR VISUALLY IMPAIRED VISITORS DURING EMERGENCIES AND EVACUATIONS, LEADING FROM SEAT TO SAFE STAIR AS RECOMMENDED IN BS5588-6: 1991

950 1300

SHORT FIRE RESISTANCE DURATION AS PERMITTED BY TABLE 2.6(2b) OF BR 2.6.1 FOR RESIDENTIAL AND ASSEMBLY USE CLASSES (CAFE, EDUCATION WING, STAFF SPACES, BOX OFFICE ) OF LESS THAN 1000m2

FD60 1800

PRODUCED BY AN AUTODESK STUDENT VERSION

1460

800

1000

1300

10.3m

5.2m

14.9m

1800 c/o width

LIFT CONTROLS TO NOT OPERATE ON HEAT OR PRESSURE RESULTING FROM A FIRE. CAPPING SYSTEM INSTALLED AT HEADS OF PROTECTED ZONE & LIFT SHAFT TO PREVENT PREMATURE COLLAPSE OF STRUCTURES (BR 2.1.11)

5.6m FD90 1800

14.7m

7.9m

PRODUCED BY AN AUTODESK STUDENT VERSION

4.3m

FD90 1800

FD30 1800

3.4m

FD90 1800

FD60 1800

3.9m

FD90 1800

4.1m

LD30 1050

9.2m

3.4m 0 120 5.2m 3.4m 3.4m

3.4m

FD90 1200

850

3.4m 3.8m

4.7m

FD90 1200

1800 c/o width

44.8m

6.1m

FD90 5800

FD60 1800

3.4m

9.2m

FD90 5800

8.6m

3.6m

16.2m

3.8m

8.6m

5.5m

Fire Fighting Lobby Area = 18.3m2

LD30 1050

7.9m

FD90 5800

FD90 2000

Fire Extingisher Inside

1400

4.0m

FD90 5800

FD90 1800

7.2m

1800

FD90 1800

10.1m 0.8m

FD60 1800

7.9m

560

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

BR 2.9.27: COMMS/ MVHR SYSTEM TO A U T O M AT I C A L LY SHUTOFF IN EVENT OF FIRE AND IN ACCORDANCE WITH BS5588-9:1999

PRODUCED BY AN AUTODESK STUDENT VERSION

1200

FD90 1800

5.3m 15.0m

2635

1200 2400

Fire Exit

8.0m

FD60 1800

2500

1800 c/o width

FD90 3000

FD30 1800 FD60 1800

33.4m

1800

FD60 2000

1200

1800

FD60 2000

3.0m

FD90 5800

12.4m

4696

1800

FD60 2000

3.0m

FD90 3000

LD30 1050

2500

Fire Fighting Stair Area = 17.5m2

FD60 1800

11.3m

2500

Fire Exit

FD90 1800

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

800

PRODUCED BY AN AUTODESK STUDENT VERSION

FIREFIGHTING LOBBIES LARGER THAN 5m2 REQUIREMENT FOR BRIDGEHEAD ENTERING ONLY ONTO PROTECTED ZONES BEFORE ACCESSING GENERAL ACCOMMODATION. TO BE CLEARLY MARKED BY SIGN CONFORMING TO BS 5499-1 STATING “FIRE-FIGHTING LIFT LOBBY: DO NOT OBSTRUCT LIFT DOORS. DO NOT USE FOR STORAGE” (BR 2.14.5)

1800

700

1500

R225 900 1400

R400

PRODUCED BY AN AUTODESK STUDENT VERSION

FIRE FIGHTING LOBBY LAID TO MINIMAL FALL TOWARDS RISER TO PREVENT LIFT MALFUNCTION DUE TO NORTH FIRE FIGHTING SHAFT TYPICAL PLAN WATER INGRESS IN EVENT OF SPILLAGE FD30 1800

Fire Extingisher Inside

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK

PRODUCED BY AN AUTODESK STUDENT VERSION

BOTTOM HUNG FIRE RESISTANT GLAZING TO BSEN2150-1:2015

Fire Fighting Stair Area = 23.2m2

560

1000

800

2000 c/o width

1200

800

MEDIUM FIRE RESISTANCE OF MATERIALS TO PREVENT SPREAD TO NEIGHBOURING PROPERTIES AS PER BR 2.6.1 AND MINIMUM B EUROPEAN CLASSIFICATION FIRE RESISTING MATERIALS TO PREVENT EXTERNAL SPREAD ON EXTERNAL WALLS AS PER BR 2.7.1 SURPASSED BY A1 BRICKWORK AND MASONRY STRUCTURE CONFORMING TO BR 135. MATERIALS SELECTED AS PER TEST RATINGS BASED ON BS8414-1:2015+A1:2017 PROTOCOLS

1800 c/o width

2000

Fire Fighting Lobby Area = 5.4m2

1650

800

A1 BRICK EXTERNAL WALL SURFACES WITH INTUMESCENT STEEL STRUCTURE - MEETS MINIMUM MEDIUM LENGTH RESISTANCE TO FIRE FROM NEIGHBOURING BUILDINGS AS PER BR 2.6.1 AND A2 EUROPEAN CLASSIFICATION FOR REACTION TO FIRE TO PREVENT SPREAD ON EXTERNAL WALLS WITH REGARDS TO USE CLASS AND HEIGHT FOR ENTERTAINMENT BUILDINGS AS PER BR 2.7.1. SPECIFIED ON ELEMENTS OF HOTEL WING (<11m HEIGHT) CLOSEST TO AUDITORIUM BLOCK AND BRIDGEWAY DUE TO PROXIMITY, OCCUPANT CAPACITIES AND THE VARIETY OF USES WITHIN THE HOTEL WING GIVEN SOME BEDROOMS ARE LOCATED ON TOPSTOREY

Fire Exit

PRODUCED BY AN AUTODESK STUDENT VERSION

2000 c/o width

1200

PROTECTED COMPARTMENT ZONE SERVING AS PROTECTED LOBBY OR CORRIDOR WITH MEDIUM RESISTANCE CONSTRUCTION AS PER BR 2.9.23. FOR SPACES WITH <60 OCCUPANTS; TO SEPARATE PROTECTED ZONES FROM BEDROOMS; TO SEPARATE USE CLASSES IN HOTEL WING; TO SEPARATE WORKSHOP FROM EDUCATION WING

FD60 1800 FD30 1800

FD90 1800

6.9m

7.2m

LD30 1050 FD90 1800

FD90 1800

2.9m

NORTH FIRE FIGHTING SHAFT SECTION

1200

14.9m

FD90 1800

6.5m

14.9m

Fire Extingisher Inside

31.7m 44.8m

FD90 1800

14.7m

7.9m

120

650

FD90 1800

FD30 1800

10.7m

10.7m FD60 1800

Fire Extingisher Inside

1750

PROTECTED COMPARTMENT ZONE SERVING AS PROTECTED LOBBY OR CORRIDOR WITH LONG RESISTANCE CONSTRUCTION AS PER BR 2.9.23 - SPECIFIED AS ALTHOUGH TOPSTOREY IS OVER 18m AND ONLY FOR PLANT ACCESS, MAIN COMPARTMENT IS DEEP AND OVER 900m2. GROUND FLOOR NEED NOT BE RESISTANT AND PRIMARY ESCAPE ROUTE LEADS DIRECTLY TO OPEN AIR FROM PROTECTED STAIR

FD90 1800

00 12 12.3m

400

1650 1650

1500

FD90 1200

FD90 1800

LD30 1050

1065

953

1658

FD90 1800

PRODUCED BY AN AUTODESK STUDENT VERSION

00 24

2.9m

FD90 1200

PRODUCED BY AN AUTODESK STUDENT VERSION

2500

2500 2500

1247

10.8m

PRODUCED BY AN AUTODESK STUDENT VERSION

RP O UD C DE YB NA A TU O ED KS S UT ED TN V RE IS NO

7.9m

3300

1800

8.0m

FD90 1200

7.2m

11.2m

20.7m

FD90 1800

2635

4.7m 660

11.0m 630

2240

400

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

Door Head Datum 2.265

FD60 1800

4.9m

3500

11.2m

24 00

Fire Exit

15.0m FD60 1800

FD60 1800

7.9m

5.5m

5.0m

PRODUCED BY AN AUTODESK STUDENT VERSION

11.2m

8.7m

1140 Door Head Datum 2.265

5.5m

25.7m

WHEELCHAIR ACCESSIBLE SEATING PROVIDED IN ACCORDANCE WITH BR 4.10.1 AND CLAUSES 11, 17 & 20 OF BS8300-2:2018. MINIMUM 2% REQUIREMENT - 9 OF 406 SEATS PROVIDED ARE WHEELCHAIR SPACES WITH AN ADJACENT SPACE FOR CARER OR ASSISTANCE DOG. A FURTHER 4 ARE REMOVABLE. PROVISION SPREAD OVER ALL TIERS FOR EQUITY, PROVIDING ALL VISITORS WITH AN EQUAL EXPERIENCE ADAPTED ACCESSIBLE SEATS AS PER REGULATIONS NOTED ABOVE. PROVISION SPREAD OVER ALL LEVELS FOR EQUALITY. 18 PROVIDED OF 17 REQUIRED. MAIN SPACE TO BE FITTED WITH CATEGORY L1 AUTOMATIC (IN ACCORDANCE WITH BS5839-1: 2017) & CATEGORY M MANUAL (CALL POINTS AS SPECIFIED IN BSEN54-11: 2001 [Type B] TO BE INSTALLED & SITED AS PER BS5839-1: 2017) ALARM SYSTEMS. DUE TO THE OCCUPANCY LEVELS EXCEEDING 300 PERSONS AND THE COMPLEXITY OF THE BUILDING, OCCUPANTS ARE LIKELY TO BE UNFAMILIAR WITH ESCAPE ROUTES, PROCEDURES AND PROTOCOLS. VISITORS ARE THEREFORE NOT DIRECTLY ABLE TO OPERATE ALARM SYSTEMS. THE OPERATION OF MANUAL CALL POINTS ARE TO BE SECURELY AND DIRECTLY RELAYED TO THE SECURITY SUITE/COMMAND CENTRE FOR STAFF MONITORING AND, IN THE CASE OF A GENUINE EMERGENCY, THE INITIATION OF EMERGENCY EVACUATION PROCEDURES ONCE THE PERFORMANCE IS HALTED BY THE STAGE MANAGER (BS5588-6: 2001 CLAUSE 24). TYPE MANUAL ALARM SYSTEMS ARE LOCATED IN STAFF-ONLY AREAS. ALARM SYSTEMS TO BE DESIGNED, DETAILED AND INSTALLED IN ACCORDANCE WITH BS539-1. VOICE AND VISUAL ALARM (TO COMPLY WITH BS5839-8: 2013) OR PUBLIC ADDRESS SYSTEM (IN ACCORDANCE WITH BS5839-1:2017) ALSO SPECIFIED AS DISTINCTIVE ALTERNATIVE IN EVENT L1 AND M SYSTEM ARE RENDERED INAUDIBLE DUE TO PERFORMANCE VOLUME OR FREQUENCY AND TO GUIDE CHILDREN AND/OR THOSE WITH SENSORY, PHYSICAL OR PSYCHOLOGICAL IMPAIRMENTS TO SAFETY WITH AUDIBLE, VERBAL INSTRUCTIONS AS PER GUIDANCE FOR COMPLEX MULTI-USE BUILDINGS IN BR 2.11.3 & 8. HOTEL TO BE FITTED WITH L1, CATEGORY M AND VOICE ALARM SYSTEMS WITH VARIANT TO PREVENT ACCIDENTAL ACTIVATION AS PER BR 2.11.7. EDUCATION SPACES TO BE FITTED WITH CATEGORY L3 AND M AS PER BR 2.11.10. WORKSHOP, CAFE, STAFF AND VISITOR CENTRE SPACES TO BE FITTED WITH CATEGORY M OR L3 SYSTEM - FIRE SAFETY ENGINEER AND BUILDING CONTROL OFFICER TO ADVISE ON REQUIREMENTS, LOCATION AND DETAILS.

LIMITED OPENINGS ADJACENT TO EXISTING RESIDENTIAL AND LISTED PROPERTIES FOR PRIVACY AND TO PREVENT SPREAD OF FIRE TO AND FROM NEIGHBOURING BUILDINGS AS PER BR 2.6.3, 2.7.1 & 2.8.0 (DISTANCES SHOWN)

LEVEL 00 SITEWIDE PLAN

AUTOMATIC FIRE SUPPRESSION SYSTEMS INSTALLED THROGHOUT SCHEME IN ACCORDANCE WITH 2.15.1 & 5 (EDUCATION) IN CONJUNCTION WITH LPC RULES FOR AUTOMATIC SPRINKLER INSTALLATIONS 2009 INCORPORATING BSEN12845: 2015. EDUCATION WING LESS THAN 126m2 THEREFORE CLASSED AS LIGHT HAZARD (LH) (BR 2.15.5). WATER SUPPLY TO BE DISCUSSED WITH FIRE & RESCUE SERVICE, SCOTTISH WATER AND SEPA TO ADHERE TO WATER BYELAWS AND RELEVANT POLICY OUTLINED BESIDE HYDRANT KEY DESIGNED AS A LIFE SAFETY AND PROPERTY PROTECTION COMPENSATORY FEATURE.

Female Female

Female

Workshop Staff Factory (Class 1) Building Standards 3.12.5 (South Courtyard, Level 00) Located near shop as per note 6 of Table 3.8 under Standard 3.12.5 with regards to public access to sanitary facilities despite no requirement to provide set amount besides staff

Female

Female Female Male Female

4 (3 catering; 1 manager)

4 (3 box office; 1 security)

30 Gender is presumed to be split equally as per 3.15 & 16 of School Premises Regulations (1967). Not more than 1/3 of male provision to be WC. For age 7+

2-3 per room (56 bed total)

1 per room

1 Catered for in canteen’s provision

As per canteen provision

10 (6 workshop staff including apprentices; 4 education staff/ tutors/sound engineers for the purposes of teaching and assisting in the recording studio)

Page 3

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

5.4m

25.7m

FD60 1800

FD90 1800

14.9m

293 273

11.0m

1500 R600

PRODUCED BY AN AUTODESK STUDENT VERSION

3180

650

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

PRODUCED BY AN AUTODESK STUDENT VERSION

90 Fire Exit

11.0m

FD90 1800 FD90 1800

4.0m

1000 1000

PRODUCED BY AN AUTODESK STUDENT VERSION

2595

1200

7.4m

11.5m

4.5m

4.0m

2220

MODULE FOR CAFE, GREEN ROOM, EDUCATION, STAFF & WORKSHOP - COMPLIANT FEMALE: 2(2) WCs + 2(2) SINKS NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP MALE: 1(1) WC, 2(2) SINKS + 1(1) URINALS

PRODUCED BY AN AUTODESK STUDENT VERSION

620

1647

7.4m

FD90 1800

AUDITORIUM LEVEL 02: STAFF & ACCESSIBLE PROVISION - COMPLIANT WHERE 1 = PROVIDED & (2) =REQUIRED AS PER TABLE BELOW PRODUCED BY AN AUTODESK STUDENT VERSION FEMALE: 2(2) WCs + 2(2) SINKS MALE: 1(1) WC, 4(2) URINALS + 2(2) SINKS

1500

PRODUCED BY AN AUTODESK STUDENT VERSION

F.F.L.3.920

7.4m

9.8m

FD90 1800

PRODUCED BY AN AUTODESK STUDENT VERSION

Door Head Datum 6.187

1200

Fire Exit

Fire Extingisher Inside

COMMS CUPBOARD

GLAZING UNITS WITHIN 1.8M HORIZONTALLY AND 9M VERTICALLY ARE NON-OPENING AS PER BS5588-5: 1991 CLAUSE 7.1.2 1) & 2)

SCHEME HAS BEEN SIGNIFICANTLY ALTERED TO CONVERT ALL 4 STAIR CORES TO FIRE FIGHTING CORES AS THEY WERE PREVIOUSLY COMPLETELY UNPROTECTED WITH A CENTRAL LIFT WHICH IS AN ILL-ADVISED LAYOUT (BS5588-5: 1991). THE ADDITION OF PROTECTED ZONES AND LOBBIES, MORE ROOM EXITS FROM THE AUDITORIUM ON ALL LEVELS TO PROVIDE AT LEAST 2 EXITS FROM EVERY SEAT AND A REDUCTION IN SEATING TO REDUCE OCCUPANCIES AND ASSOCIATED REQUIRED ESCAPE ROUTE WIDTHS NOW ALLOW FOR COMPLIANCE WHICH MEETS OR EXCEEDS BUILDING STANDARDS. THE REMOVAL OF THE TOPSTOREY RESTAURANT DUE COMPLICATIONS IN COMPLIANCE WITH FIRE ESCAPE REGULATIONS AND STRUCTURAL STRATEGY CLASHES WAS NECESSITATED DUE TO ITS LOCATION OVERLOOKING THE WATER AS NO HIGH REACH APPLIANCE WOULD BE ABLE TO DIRECTLY ACCESS THE IMMEDIATE VICINITY FOR FIRE OR RESCUE PURPOSES. VISITORS ESCAPING THE RESTAURANT WOULD POTENTIALLY BE IMPEDED BY THOSE ESCAPING FROM THE AUDITORIUM BELOW AND IT WOULD NOT BE REASONABLE TO INCLUDE ANOTHER ESCAPE STAIR, THUS DRASTICALLY HAMPERING ESCAPE TIMES. TRAVEL DISTANCES WERE ALSO EXCESSIVE AND THE ELEVATED FIRE RISK OF THE KITCHEN PRESENTED FURTHER ISSUES. THE ROOF HEIGHT HAS BEEN SIGNIFICANTLY LOWERED AS A RESULT, WITH A MORE DEVELOPED AND CONSOLIDATED STRUCTURAL STRATEGY. THE TOPSTOREY IS NOW 19.3m ABOVE GROUND LEVEL AND ONLY FOR PLANT AND MAINTENANCE, THEREFORE MEANS THE BUILDING CAN FOLLOW THE LESS STRICT REGULATIONS FOR ENTERTAINMENT BUILDINGS WITH TOPSTOREYS LESS THAN 18m. CORRIDORS IN THE HOTEL WING HAVE BEEN SUBDIVIDED TO COMPARTMENTALISE AREAS AND PROVIDE SEPARATION BETWEEN USE CLASSES AND THE EASTERN STAIR HAS BEEN CONVERTED TO A FIRE FIGHTING CORE WITH PROTECTED LOBBY, WHILE SANITARY PROVISION HAS BEEN INCREASED WITH A WIDER VARIETY OF PROVISION IN THE AUDITORIUM AND NOW MEETS AT LEAST THE MINIMUM REQUIRED PROVISION IN ALL OTHER BLOCKS. THE REDESIGNED AUDITORIUM HAS IMPROVED LINES OF SIGHT BETWEEN SEATS AND THE STAGE. PREVIOUS ITERATION OF PLAN AND SECTION ARE DISPLAYED IN APPENDIX I.

Door Head Datum 6.187

900

Electricity

LD30 1050

FD90 1800

700

First Aid

Danger

FD60 1800

9.9m

FD90 1800

900

EXIT

Sand

FD60 1800

FIRE FIGHTING SHAFT AS REQUIRED IN BR 2.1.9 & 2.14.2 FOR ENTERTAINMENT AND HOTEL USE CLASSES LONG DURATION FIRE RESISTING CONSTRUCTION WITH MEDIUM RATED WALLS AND DOORS WITHIN SHAFT (BR 2.14.3). HOTEL SHAFT INCLUDES FIREFIGHTING STAIR, UNVENTED LOBBY AND DRY FIRE MAIN; AUDITORIUM INCLUDES THIS PLUS FIREFIGHTING LIFT. SEE DETAILED PLANS AND SECTIONS FOR FURTHER INFORMATION EMERGENCY REFUGE WITHIN FIREFIGHTING/ESCAPE STAIR LOBBIES FOR VISITORS WITH COGNITIVE, MOBILITY AND/OR SENSORY IMPAIRMENTS. EQUIPPED WITH EMERGENCY VOICE COMMUNICATION (EVC) SYSTEM AS PER BR 2.9.30 AND FIRE SAFETY (SCOTLAND) REGULATIONS 2006. EVC TO FOLLOW GUIDANCE OF BS5839-9: 2011 WITH TYPE B OUTSTATIONS TO ENABLE COMMUNICATION WITH MASTER STATION IN BUILDING CONTROL ROOM (BOX OFFICE IN COURTYARD, LEVEL 00)

800

ALTERATIONS

Fire Exit

F.F.L.7.838

FD30 1800

650

1200

1500

Fire Evacuation Horn

Fire Exit

9.4m

FD30 1800

30 / 30 FIRE RATED SELF CLOSING DOOR WITHIN FIREFIGHTING CORE AS PER BR 2.14.3. BOTTOM NUMBER OPENING WIDTH DENOTES CLEAR CLEAR-OPENING WIDTH. FIRE DOORS CONSTRUCTED AS PER RECOMMENDATIONS OF CODE OF PRACTICE, ’HARDWARE FOR FIRE AND ESCAPE DOORS’, BY THE DOOR AND HARDWARE FEDERATION

PRODUCED BY AN AUTODESK STUDENT VERSION

850

2000

Sand

Fire Exit

Door Head Datum 10.107

FD30 1200

0581

R225 2220

Electricity

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

Fire Buckets

Fire Exit

F.F.L.3.920

1400

1050

1200

Door Head Datum 10.107

300

PRODUCED BY AN AUTODESK STUDENT VERSION

700

SEATING DESIGNED BASED ON RECOMMENDATIONS OF BS5588-6: 1991: MAX 12 SEATS PER ROW FOR 1 GANGWAY, OR 28 SERVED BY 2. SEATWAYS ARE AT LEAST 650mm (MIN 475mm), GANGWAYS ARE 1200mm AND COMBINED SEAT + GANGWAY WIDTHS ARE AT LEAST 1350mm

F.F.L.11.760

FIRE FIGHTING SHAFTS AS PER BR S2.14.3-6 & BS5588-5:1991 S7.1.5: LOCATED AGAINST EXTERIOR WALL WHICH ITSELF IS CLASS B STRUCTURE AND CLASS A1 CLADDING. ALL OPENINGS AND AREAS OF WALLS WITHIN 500MM FROM JUNCTION BETWEEN SHAFT AND EXTERNAL WALL TO BE MIN. 1HR RATED FROM BOTH SIDES - COMPLIANT AS INTERNAL JOINING SPACE IS PROTECTED ZONE WITH 2HR RATING TO PREVENT RADIATION OF HEAT, SMOKE AND GAS HARMING F&R SERVICE PERSONNEL. COMPLIANCE IS FURTHER MET AS EXTERIOR WALLS OF SHAFT ARE RATED TO 2HRS FIRE RESISTANCE AS PER A) & B) OF BS5588-5 S7.1.5. COMPLIANT WITH BR 2.9.36.

4.8m

Fire Exit

1200

1800 c/o width

Fire Extingisher Inside

LEVEL 03

Door Head Datum 14.024

LD30 1050

560

2400

Fire Exit

Fire Fighting Lobby Area = 5.4m2

Fire Exit

60 /60 FIRE RATED SELF CLOSING DOOR WITH "FIRE DOOR KEEP SHUT" SIGN TO BS ISO 3864-1-2011 & BS 5499-1&4: 2013 AS PER BR2.010, FIRE SAFETY (SCOTLAND) REGULATIONS 2006 AND HEALTH & SAFETY (SAFETY SIGNS & SIGNALS) REGULATIONS 1996. BOTTOM NUMBER DENOTES CLEAR OPENING WIDTH

522R

1000

1200

Door Head Datum 14.024

FD60 1800

008

522R

1000

Danger

Fire Extingisher Inside Fire Evacuation Horn

Fire Equipment

Door Head Datum 17.945

90/90 FIRE RATED SELF CLOSING DOOR WITH "FIRE DOOR KEEP CLEAR" SIGN TO BS ISO 3864-1-2011 & BS5499-1&4: 2013 AS PER BR 2.0.10, FIRE SAFETY (SCOTLAND) REGULATIONS 2006 AND HEALTH & SAFETY (SAFETY SIGNS & SIGNALS) REGULATIONS 1996. BOTTOM NUMBER DENOTES CLEAR OPENING WIDTH

1200

Fire Alarm Call Point

Fire Exit

Fire Pump

17.2m

FD90 1800

1000

Electricity

Fire Exit

Sand

FD30 1800

14.7m

0001

0001 008

R225

Danger

EXIT SIGNAGE ON DOORS PROVIDED AS PER PART I OF CINEMATOGRAPHY (SAFETY) (SCOTLAND) 1955, HEALTH AND SAFETY (SAFETY SIGNS AND SIGNALS) REGULATIONS 1996, BS ISO 3864-1-2011 AND BS 5499: PART 4: 2013 ON GRAPHICAL SYMBOLS, FIRE SAFETY SIGNS AND ESCAPE ROUTE SIGNAGE Emergency Alarm Fire Extingisher REFUGE WITHINFire FIREFIGHTING LOBBY WIH EVC Assembly Point Call Point Inside MIN TYPE B TO BS5839-9:2011

Fire Exit

F.F.L.7.838

BR 2.9.31 - ESCAPE ROUTE WIDTH CALCULATION: EW= [5.3XAC]/N-1 = [5.3X(442X0.8)]/4-1 = [5.3X353.6]/3 = 625 +500mm(FOR FIREFIGHTING ACCESS) = MINIMUM 1125mm SYMMETRY OF LOCATION OF STAIRS MEANS ALL SEATS ARE WITHIN 15m OF PROTECTED ZONES: INCREASING EASE OF NAVIGATION FOR VISITORS IN UNFAMILIAR ENVIRONMENTS REDUCES PANIC AND ELIMINATES RISK OF TAKING WRONG TURN IN EMERGENCY SITUATIONS

1800

PRODUCED BY AN AUTODESK STUDENT VERSION

Danger

Sand

FIRE EXTINGUISHER LOCATION TO BE SELECTED AND DESIGNED IN ACCORDANCE Fire Exit WITH BS5306-0: 1986

Fire Evacuation Horn

EXIT

Electricity

FD60 1800

0001

008

2100

Fire Evacuation Fire Horn Emergency Fire Alarm Fire Extingisher Buckets Assembly Point Electricity Call Point Inside

First Aid

Sand

Fire Buckets

Fire Evacuation Horn

FD90 1800

800

Fire Buckets

EXIT

Fire Extingisher Inside Danger

FD90 1800

0061

009 0001

AUDITORIUM LEVEL 03 & 04: FEMALE (LEFT) & MALE (RIGHT) - COMPLIANT FEMALE: 3(3) WCs + 3(3) SINKS MALE: 1(1) WC, 2(2) URINALS + 3(2) SINKS PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

1000

First Aid

Fire Equipment

Fire Exit Fire First Aid FireExitFire Emergency Alarm Exit Fire Extingisher Exit Fire ssembly Point Call Point Inside Fire Emergency Exit Assembly Point

Fire Alarm Call Point

DRY FIRE MAIN DESIGNED TO BS9990: 2015 (BR 2.14.7)

EXIT

Fire Pump

EXIT

Emergency Fire Equipment Assembly Point

LD30 1050 FD60 1800

009

FIRST AID ROOM PROVIDED AS PER BS6465-1:2006+A1:2009

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Pump Exit

Fire Alarm Call Point

FD90 1800

004

REGULATION 3.12 SANITARY FACILITIES

MINIMUM 1.5x1.5m SHELTERED PLATT AT ACCESS AND ESCAPE DOORS AS PER BR2.9.38 & BR4.1.7 LEVEL EXCEPT FOR LAID TO MINIMAL FALL TO PREVENT STANDING WATER BUILD UP. ACCESS DOORS TO BE ELECTRICALLY OPERATED TO AID ACCESSIBILITY AND AUTOMATICALLY DEFAULT TO OPEN IN EMERGENCY TO AID EGRESS EGRESS. COORDINATED WITH PAN 78: INCLUSIVE DESIGN AND IN RESPECT OF INCLUSIVE DESIGN RESPONSIBILITIES UNDER EQUALITY ACT 2010, BS 8300: 2009 AND DEPARTMENT FOR THE ENVIRONMENT, TRANSPORT AND THE REGIONS (DETR) GUIDANCE FINAL EXIT FIRE ESCAPE DOOR WITH PANIC BAR MECHANISM AND ILLUMINATED FIRE EXIT SIGN ABOVE TO BS 5499-4: 2013 AS PER BR2.9.38 - CLEAR OPENING WIDTHS ARE AT LEAST AS WIDE AS ESCAPE ROUTES

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit Fire Fire Exit Exit

Fire

Emergency Buckets Assembly Point

FD90 1200

FD90 1800

KEY FIRE STRATEGY FLOOR PLANS

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

Fire Equipment

Fire Exit

FD90 1800

PRODUCED BY AN AUTODESK STUDENT VERSION 0031 PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

FD90 1200

FD60 1800

Fire Exit

Fire Equipment

EMERGENCY LIGHTING ON PROTECTED Fire Fire Fire WITH CIRCUIT Exit (BR 2.10) IN COMPLIANCE Exit Exit BS5266-1: 2016 Fire

Fire Exit

Fire Buckets

FD90 1800 FD90 1200

900

Exit

Fire Pump

Fire Equipment

11.2m

LD30 1050

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Pump

4.9m

2635

7.2m

Fire Exit

5.5m

3500

11.2m

FD60 1800

F.F.L. 15.681

F.F.L.0.00

AUDITORIUM SECTION

MANUALLY OPERATED FIRE ALARM CALL POINT (CATEGORY M SYSTEM). FIREFIGHTING EQUIPMENT PROVIDED ON-SITE TO COMPLY WITH CLAUSE 26.2 AS FOLLOWS: A) PORTABLE FIRE EXTINGUISHERS TO ADHERE TO BS 5423 AND INSTALLED IN ACCORDANCE WITH BS Fire Extingisher Inside 5306-3, C) LOCATED AT FIRE ALARM CALL POINTS. FIRE BLANKETS TO COMPLY WITH BS 6575 WHERE PROVIDED IN KITCHEN AND HOTEL ROOM AREAS

FD60 1800

7.9m

157 137

Fire Fighting Stair Area = 35.3m2

STUCCO-EFFECT PLASTERBOARD FINISHES, MINIMUM EUROPEAN C CLASS RESISTANCE TO FIRE. STUCCO CEILING AND WALLS DEFUSE AND DISPERSE SOUND TO AUDIENCE MEMBERS WITH RANDOM DEFLECTING SURFACES REFLECTION DIRECTIONS VIA INTERMEDIARY SURFACES DUE TO THEIR INTRICATE SHAPES, CREATING A MORE FULL, ACOUSTIC EXPERIENCE. TO BE SPECIFIED, DESIGNED AND LOCATED BY ACOUSTICIAN

AUTOMATIC FIRE ALARM SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH FireBS Exit 5839: PART 1: 2017 (CATEGORY L5) REQUIRED – PLACEMENT 500FireOF DETECTORS BETWEENFire ExitDOORS OF COMPARTMENTS Exit 2000mm Fire FROM

8.7m

FD30 1800

Fire Extingisher Inside

F.F.L.0.00

1800

FOAM BACKED PANELING TO PREVENT WALLS FROM RETURNING FREQUENCIES TO STAGE DUE TO ABSORBING SURFACES DISTANCE FROM STAGE TO PREVENT ECHOES OR FEEDBACK

Electricity

900

Fire Exit

ALL SPACES TO HAVE EMERGENCY LIGHTING ILLUMINATING EXITS, GANGWAYS AND ESCAPE ROUTES TO BE SITUATED BELOW SMOKE RESERVOIR AS PER 2.10.3 A, B & F IN ACCORDANCE WITH BS5266-1:2016. BACK UP SYSTEM TO BE INSTALLED AND POWERED BY DIFFERENT SOURCE AND RUN ON PROTECTED CIRCUIT IN EVENT MAIN PROVISION IS COMPROMISED. MAIN AUDITORIUM ACTS AS SMOKE RESERVOIR TO ASSIST IN EXTENDING ESCAPE TIMES BY ALLOWING SMOKE TO GATHER AT HIGH LEVEL - EXTRACTS IN DEFLECTOR DRAW SMOKE AND GAS UP AND AWAY FROM OCCUPANTS. SMOKE EXHAUST LOCATED IN DEFLECTOR (600MM CLEAR OPENING DIAMETER AS PER 10% AREA OF STAGE) TO FIRE AND M&E ENGINEERS’ SPEC AS PER BR 2.9.22. SMOKE AND VENTILATION HANDLING SYSTEMS TO COMPLY WITH BS5655-1

KEY FIRE FIGHTING SHAFT/ESCAPE CORE DRAWINGS

7.4m

157

REFLECTING SURFACES. GUSTAFS LACQUERED VENEER TIMBER ACOUSTIC PANELS A2 REFLECTINGFIRE SURFACES EUROPEAN CLASSIFICATION RATED WITH ADEQUATE ABSORPTION PROPERTIES SO AS TO PREVENT HIGH FREQUENCY ‘BUZZ’ OR RINGING SOUND FROM VIBRATIONS

Fire

3300

2214

570

SANITARY PROVISIONS IN COMPLIANCE WITH BR3.12 (SEE ADJACENT TABLE AND DETAIL DRAWINGS)

7.4m

00 12

"Fire Door Keep Shut" 1801 Door Head Datum 2.265 270

137

1200

15.0m

PRODUCED

5.5m

Fire Exit

SMOKE EXHAUST SYSTEM TO EXTRACT SMOKE AND HARMFUL GASES FROM CEILING RESERVOIR TO A LEVEL HIGH ABOVE OCCUPATION (COMPLIANT WITH 10% OF 69m2 STAGE AREA AS MINIMUM UNOBSTRUCTED DIMENSION) (BRs 2.9.22 & 2.14.6 AND BS5588-6:1991)

AUTODESK

700

Fire Exit

953

300

620

2400

1800

CEILINGS FIXED OTHER THAN FOR SERVICE ACCESS (BR 2.1.16). OPENINGS AND PENETRATIONS IN CEILING PROTECTED IN ACCORDANCE WITH BR CLAUSE 2.1.14 WITH JUNCTIONS TO 2.1.15

1 IN 24 GRADIENT TO MAINTAIN LEVEL ACCESS FOR ALL PERFORMERS IN ACCORDANCE WITH BR 4.1.3 & 4.3.10

Door Head Datum 17.945

F.F.L.11.760

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

DOUBLE 220mm CONCRETE SKIN OF AUDITORIUM PRIMARILY FOR ACOUSTIC SEPARATION PURPOSES TO PREVENT UNWANTED LOW FREQUENCY OR FLANKING TRANSMISSION FROM BOATS ON RIVER OR SUBWAY BENEATH SCHEME. COLUMNS SUPPORT AUDITORIUM SITUATED UPON LARGE SPRING DAMPENERS. CONCRETE ACHIEVES A1 EUROPEAN CLASSIFICATION WITH REGARDS TO FIRE RESISTANCE. CAVITY BARRIERS INSTALLED AS APPROPRIATE TO PREVENT SPREAD OF FIRE AS PER BR 2.4 TO ENGINEERS' SPECIFICATION.

VERSION STUDENT

7.4m

F.F.L. 19.600

Fire Extingisher Inside

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

COVERED BRIDGE LINK BETWEEN HOTEL WING AND AUDITORIUM BLOCK FOR PERFORMERS TO BE MINIMUM EUROPEAN CLASS B AND LONG RESISTANCE DURATION TO FIRE SPREAD TO ACHIEVE ADEQUATE SEPARATION BETWEEN BUILDINGS AS PER BR 2.2.2. GLAZING TO BE FIXED UNITS AND OPENINGS TO ACHIEVE EUROPEAN CLASS B RATING.

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

F.F.L.3.920

PRODUCED BY AN AUTODESK STUDENT VERSION

MAIN SPACE TO BE FITTED WITH AUTOMATIC ALARM AND SUPPRESSION SYSTEM IN ACCORDANCE WITH BRs 2.11.2, 7, 8, 10 & 11, AND 2.15.1 AS PER NOTE ON PLAN KEY. SPACES TO BE FITTED WITH EMERGENCY LIGHTING ILLUMINATING EXITS, GANGWAYS AND ESCAPE ROUTES. LIGHTING TO BE INSTALLED AT LOW LEVEL (BELOW SMOKE RESERVOIR AS PER BR 2.10.3 a), b) & f) IN ACCORDANCE WITH BS5266-1: 2016. BACK UP POWER SOURCE TO BE PROVIDED BY SEPARATE AND PROTECTED SYSTEM IN EVENT OF COMPROMISE TO MAIN SYSTEM WINDOW TO BE FIXED-LIGHT DUE TO PROXIMITY WITH ADJOINING HOTEL BUILDING TO REDUCE RISK OF FIRE SPREADING VIA OPENING. OPENING TO BE MINIMUM CLASS B AND OF MEDIUM RESISTANCE TO FIRE FROM NEIGHBOURING BUILDING AS PER BR 2.6.1 & 2.7.1

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

293 273

SOUTH FIRE FIGHTING SHAFT TYPICAL PLAN

MAINTENANCE AND PLANT ACCESS AREAS

3620

1800 c/o width

SHELTERED PLATT AT ACCESS AND ESCAPE DOORS AS PER BR 2.9.38 & BR 4.1.7

FD90 1800

DO CU

Door Head Datum 6.187

Fire Exit

NOISREV TNEDUTS KSEDOTUA NA YB DECUDORP

BR 29.2.2: TOPSTOREY SITUATED AT 19m ABOVE GROUND USED SOLELY FOR PLANT & MAINTENANCE ACCESS FLOOR. PUBLICLY ACCESSIBLE TOPSTOREY LESS THAN 18m BUT DEPTH AND COMPLEXITY PRESENT ELEVATED FIRE AND SAFETY HAZARDS DUE TO INTERNAL CLADDINGS, BUILDING SHAPE, OCCUPANT CAPACITY AND THE BUILDINGS’ LOCATION ON/ IN CLOSE PROXIMITY TO WATER, NOT READILY ACCESSIBLE TO REGULAR FIRE APPLIANCES. BUILDING IS THEREFORE TREATED AS ONE WHICH REQUIRES COMPLIANCE WITH THE REGULATIONS STRICTER FOR BUILDINGS OVER 18m. MINIMUM NUMBER OF ROOM EXITS = 2 AND STOREY EXITS = 2 FOR 442 OCCUPANTS AS PER TABLES 2.12&13 OF BR S2.9.7. 2.14.2 & BS5588-5:1991 CLAUSE 29.2.2 REQUIRE MIN. 2 FIREFIGHTING SHAFTS (FOR MAX. 60m HOSE REACH IN COMPARTMENTS WITH AUTOMATIC FIRE SUPPRESSION SYSTEMS), WITH AT LEAST 1 ENTRY POINT FOR FIREFIGHTING PER ELEVATION ACCESSIBLE TO FIRE TENDERS

FD90 1800

Fire Exit

KEY FIRE STRATEGY SECTION

“(1) Subject to paragraph (2), construction shall be carried out so that the work complies with the applicable requirements of schedule 5. (2) Only the requirements of the standards set out in paragraphs 1.1, 3.17, 3.18, 3.19, 3.20, 3.21, 3.22 and 4.4 of schedule 5 apply in the case of the construction of a building of a type described in paragraph 23A.” (T

Manufacturing Information Construction Information Final Specifications Residual Project Strategies

120

PRODUCED BY AN AUTODESK STUDENT PRODUCED VERSIONBY AN AUTODESK STUDENT VERSION

CU DE

Door Head Datum 10.107

560

SECTION KEY

A TU

Fire Exit

PRODUCED BY AN AUTODESK STUDENT VERSION

C O N T R O L

F.F.L.11.760

SOUTH FIRE FIGHTING SHAFT SECTION

Building Regulations Application

A TU

ED KS

Application ding: ment and tion Area nsent Works

O ED

14.9m

165

Due to the complex nature of the planned construction work and the traditional procurement route, a Standard Building Contract with Quantities is selected, which sets out the deliverables and requirements (and related timescales) expected of each party

U ED

S UT

Door Head Datum 14.024

965

Traditional procurement route is selected to ensure continuity with and quality of design throughout all stages with particular regard to translation from community engagement to completion and the design evolution of the concert hall. This method presents a reduced financial risk for the client as the contractor assumes financial accountability. This procurement route also affords the architect executive decision-making responsibilities on behalf of the client. Full construction information including all drawings, details, final specifications, schedule of works and construction phasing must be reported and submitted to the client before the Invitation to Tender can be issued

11.2m FD60 1800

7.9m

1m2 AUTOMATIC OPENING VENT (AOV) ON EXTERNALLY SITED STAIR AT EACH LEVEL AS PER BR 2.14.6. COMPLIANCE WITH BS5588-5: 1991 CLAUSE 13.2.3.3 IS ALSO MET BY: ALL OPENABLE VENTS PROVIDED FOR SMOKE CONTROL ARE: A) OUTWARD OPENING; B) BOTTOM TOP HUNG; C) OPEN A MINIMUM OF 30° CAPABLE OF TILT & TURN FOR CLEANING PURPOSES; D) CLEARLY IDENTIFIABLE AND ACCESSIBLE; E) BE FITTED WITH: 3) LOCKS THAT CAN BE OPERATED BY THE FIRE SERVICE. OPERATE IN TANDEM WITH HIGH LEVEL OPENINGS IN OTHER COMPARTMENT SPACES TO NATURALLY VENTILATE SMOKE, HEAT AND GASSES

1225

Information Exchanges:

7.4m

Fire Extingisher Inside

F.F.L. 19.600

9.2m

F.F.L. 15.681

F.F.L.7.838

CONTRACT TYPE

Door Head Datum 21.865

FD90 1200

RP DO

RE IS NO

14.2m

2598

F.F.L. 15.681

Due to scale and complexity, approaches to fire safety are required to go above and beyond regulatory requirements, for example with regard to escape distances from ‘inner room’ of auditorium (BR 2.0.7). For fire safety engineering, fire Engineer, Building Standards verifier and Scottish Fire & Rescue Service to be consulted early as part of the qualitative design review (QDR) process. Scheme is compliant with building standards S2-Fire except along waters’ edge where access for fire tenders is limited. Fire Safety Engineers’ judgement (as per ‘A Simplified Approach to Alternative Fire Safety Strategies’ Scottish Government (2010) and International Fire Engineering Guidelines, 2005 (IFEG). BS 7974: 2019 was additionally consulted with regards to alternative means of combating fire in this area) to be exercised to define strategy in this area: Currently, access for fire personnel by foot and by use of water-mounted fire tender as is practice in London and other major cities is specified (London-fire-gov, 2020).

PROCUREMENT ROUTE

Fire Exit

LD30 1050

FD90 1200

8.5m

NOISREV TNEDUTS KSEDOTUA NA YBNDOEIC SR UE DV OR TN P EDUTS KSEDOTUA NA YB DECUDORP

120

FD90 1800

7.9m

Fire Exit

mation anges: Stage Report Strategies Outline fication Cost Plan Reviews

Door Head Datum 21.865

8.5m

FD90 1200

FD60 1800

Fire Extingisher Inside

Principal Designer to submit accurate and current Building Warrant drawings and information to LPA through ePlanning Portal to Local Building Standards Department on behalf of client, demonstrating compliance with Building (Scotland) Act 2003 and Building (Scotland) Procedures Regulations 2004 in the Procedures Handbook. Compliance is essential before work can commence. Building work then carried out to minimum requirements set out in Regulation 9 of the Scottish Building Standards Technical Handbook - Non-Domestic (2019). Civic Government (Scotland) Act 1982 contains provisions for public entertainment licences where the appropriate bodies are consulted before a licence is granted, similar to liquor licensing process. For fire safety, The Management Of Health And Safety At Work Regulations 1999 and The Fire Safety (Scotland) Regulations 2006 to be adhered to as per Section 70 of the Fire (Scotland) 2005 Act.

1) Shops shop retail office; 3) Drink; 4) Industrial; ) Assembly ure

Exit Danger

Door Head Datum 17.945

FD90 1200

FD30 1800

FD90 1800

FD90 1200

ED TN

Fire Exit

FD90 1200

F.F.L. 19.600

Construction Phase Plan including Construction Site Logistics Mobilisation strategy is prepared. Update PreConstruction Health & Safety information and circulate with contractor prior to commencement on-site. Submit form F10 to HSE if applicable.

Discharge ning ation: ar validity) d with ions peal routes ised and itted

Fire Pump

Door Head Datum 21.865

FD90 1800

R IS

Fire Exit

FD90 1200

FD60 1800 LD30 1050

2514

PRODUCED BY AN AUTODESK STUDENT VERSION

FD30 PRODUCED BY AN AUTODESK STUDENT VERSION 1800

650

Architectural and engineering solutions are developed based on the positive outcome from the Planning Application in-line with those set out on the following two pages (Building Regulations and Environmental & Structural Strategies). Design team building systems information is coordinated - BIM software could be used to expedite the process and increase accuracy, clash detection and resolution with integrated solutions as part of Quality Management procedures (ISO-9001), alongside preparing and integrating specialist subcontractor information while prototyping and testing for off-site manufacture. A financially and time-prudent Quality Assurance Procedure at Stages 4 and 5 would be the inclusion in the Employers’ Requirements of a Construction Management Team employed by the Client to check all construction stage drawings before certifying and issue to construction team to increase quality control, reduce financial implications of issues and ensure compliance with regulations and standards.

9.4m

FLOOR PLAN KEY

PRODUCED BY AN AUTODESK STUDENT VERSION

273

STAIR DETAIL COMPLIANT WITH BR 4.3.2

(Hierarchy racter or rick laying, with wider elopment of ment plans, n

BR 2.14.4: LIFT AND CAR DESIGNED, CONSTRUCTED AND INSTALLED TO BSEN81-72:2015 & BSEN81-20:2014 WITH ABILITY FOR COMMS & LIFT CONTROLS TO BE UNDER DIRECT CONTROL OF F&R SERVICE. LIFT NOT MANDATORY BUT INCLUDED AS CONCERT HALL COMPARTMENT EXCEEDS 900M2 AND NORTH SIDE OF BUILDING PRESENTS CHALLENGE FOR FIRE TENDER ACCESS DUE TO RIVERS’ EDGE AND TO HAVE 2 SEPARATE POWER SUPPLIES IN CASE OF FAILURE

293

DESIGNS WERE BASED AROUND THE RECOMMENDATIONS OF CLAUSE 6.5.2 IN BS5588-6:1991 AS PER 1) TRAVEL DISTANCES ARE LESS THAN 15M ON EACH STOREY FROM SEAT TO PROTECTED ZONE, 2) EACH SEAT HAS 2 EXIT POINTS WITHIN 32M DISTRIBUTED UNIFORMLY AROUND THE AUDITORIUM, 3)I) ALL ‘SUBWAY’ EXITS ARE PROTECTED ROUTES LEADING TO STOREY EXITS (MINIMUM 2). EVACUATION STRATEGY IS ONE OF HORIZONTAL PROGRESSION FROM THE AUDITORIUM (INNER ROOM) THROUGH PROTECTED CORRIDORS TO THE PROTECTED ESCAPE STAIRS. PROTECTED SPACES EITHER LEAD DIRECTLY TO STOREY EXITS, OR DIRECTLY TO A ROOM WHICH DOES AS PER BR 2.9.10

PRODUCED BY AN AUTODESK STUDENT VERSION

157 137

TECHNICAL DESIGN

B U I L D I N G

PROTECTED STAIR ENCLOSURES ARE PROVIDED WITH BOTTOM HUNG WINDOWS AND AN AOV AT ROOF LEVEL WITH MIN. 1m2 OPENING FOR SMOKE CONTROL AS PER BR S2.14.3 & BS5588-5 CLAUSE 31.2 & 3

PRODUCED BY AN AUTODESK STUDENT VERSION

AUTODESK STUDENT VERSION

STAGE 4: CDM APPRAISAL

UNDER CONSTRUCTION (DESIGN & MANAGEMENT) REGULATIONS 2015, IT IS THE DUTY OF: THE PRINCIPAL DESIGNER (PD) TO: MAKE EVERY EFFORT TO ENSURE RISKS ARE REDUCED, ELIMINATED OR OTHERWISE CONTROLLED DURING DESIGN PHASES TO MINIMISE CONSTRUCTION AND MAINTENANCE WORKERS’ EXPOSURE TO RISKS DURING CONSTRUCTION; COLLATE, DOCUMENT AND COMMUNICATE ALL HEALTH AND SAFETY ISSUES AND DESIGNERS’ RISK REGISTER WITH PRINCIPAL CONTRACTOR PRIOR TO THE INITIATION OF THE CONSTRUCTION PROCESS. ANY RESIDUAL HAZARDS NOT MITIGATED, MINIMISED OR ELIMINATED TO BE COMMUNICATED TO CONTRACTOR IN PRE-CONSTRUCTION INFORMATION AT THE TENDER/BIDDING PHASE, AS EARLY AS POSSIBLE IN PROCUREMENT PHASE SO THAT CONTRACTOR MAY BEGIN PREPARATION OF ADEQUATE CONSTRUCTION PHASE STRATEGIES. THE DESIGNER (INCLUDING BUT NOT LIMITED TO LANDSCAPE ARCHITECT, ENGINEERS AND URBAN DESIGNERS) TO: DOCUMENT AND COMMUNICATE HEALTH AND SAFETY RISKS AND MITIGATION STRATEGIES ; ELIMINATE HEALTH AND SAFETY RISKS TO SITE STAFF INVOLVED IN CONSTRUCTION AND MAINTENANCE OF PROPOSAL; PASS ON ALL OUTSTANDING RISKS WHICH HAVEN’T BEEN ELIMINATED BY WAY OF RECORD IN HEALTH AND SAFETY FILE COMMUNICATED TO PD.

Fire ExitFire Pump

Fire Exit

Fire Pump

Fire Buckets

Fire Exit

Emergency Assembly Point

Fire Equipment

Fire Exit

1040 Fire Equipment

Fire Fire Exit ExitFire Alarm Call Point

Emergency Assembly Point

Fire Alarm Call Point

Danger Electricity

Electricity

Fire Exit

Fire Exit Fire Exit

Fire Pump

Fire Exit

17 EXIT Danger Electricity

First Aid

Fire Exit

Fire Evacuation Horn

Fire Exit

Fire Fire Exit Exit Fire Exit Fire Exit First AidFire Fire Exit Exit

Fire Exit

EXIT

Emergency Assembly Point

Fire Exit

Danger Fire Electricity Exit

Electricity

Fire Buckets

Sand

Fire Exit

Emergency Assembly Point

Fire Equipment

Fire Exit

Fire Buckets

Fire Alarm Call Point

First Aid

Fire Exit

Fire Exit Fire Buckets

Emergency Assembly Point

Fire Exit First Aid Sand

Danger Electricity

Fire Exit

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Extingisher Inside

16 Emergency Assembly Point

Fire Alarm Call Point

Fire SandBuckets

Fire Exit

Fire Evacuation Horn

Fire Exit

EXIT First Aid

Emergency Assembly Point Sand

Electricity

Danger Fire Electricity Exit

Fire Exit

Fire Exit Sand

Fire Exit

Fire Pump

Fire Exit Fire Pump

Emergency Assembly Point

Fire Alarm Call Point

Danger Electricity

Fire Exit

Fire Buckets Fire

EXIT Fire Exit

First Aid

Emergency Assembly Point

Fire Alarm Call Point

Fire Exit

Sand

Fire Exit Fire Exit

Fire Alarm Call Point

Danger

Fire Pump

Evacuation Horn

Fire Pump

Fire Equipment

Fire Exit

Emergency Assembly Point

Danger Electricity

Electricity

Fire Pump

Emergency Assembly Point

Danger Electricity

First Aid

Emergency Assembly Point

Fire Alarm Call Point

Danger Electricity

Fire Alarm Call Point

Fire Exit

Fire Extingisher Inside

Fire Evacuation Horn Sand

Fire Exit

Fire Exit Fire Exit

EXIT

Fire Evacuation Horn Sand

First Aid

Fire Extingisher Inside

CONSTRUCTION RISKS

Fire Exit

Fire Evacuation

2. SIGNIFICANT RISK OF BECOMING TRAPPED IN COLD WATER IN CAISSON SHOULD A PERSON FALL IN DUE TO THE HEIGHT OF THE WALKWAY ABOVE DURING USE, OR SHOULD THE CAISSON BE BREACHED AND FLOOD DURING CONSTRUCTION. A SECONDARY RISK EXISTS TO A PERSONS’ HEALTH IF ICONTAMINATED WATER IS CONSUMED OR THEY MAY SUFFER FROM HYPOTHERMIA SHOULD THEY BECOME STUCK AND NO SAFE EGRESS ROUTE IS PROVIDED. CONSTRUCTION STAGE ACTION: PUMPING APPLIANCE TO BE INSTALLED TO M&E CONSULTANT’S SPECIFICATION AT BEGINNING OF CONSTRUCTION PHASE OF CAISSON TO DRAIN IN EVENT OF FLOOD. INTEGRITY OF PUMP AND CAISSON TO BE THOROUGHLY INSPECTED BY PRINCIPAL CONTRACTOR Fire AT THE BEGINNING AND END OF EACH SHIFT THROUGHOUT CONSTRUCTION WORKS. INDICATIVE Buckets LOCATION OF PUMP SHOWN TO RIGHT OF HAZARD SYMBOL. USE STAGE ACTION: ADEQUATE BARRIERS TO PREVENT FALLING INTO WATER ARE PROVIDED AS PER CLAUSE 520 OF HSG150: 2006 & IN COMPLIANCE WITH BR 4.4.2. WHISTLES, LIGHTS AND MANUALLY OPERATED EMERGENCY CALL POINTS ARE TO BE INSTALLED ALONG WATERS EDGE Fire Extingisher (RIVER AND MOAT) LINKED DIRECTLY TO BUILDING CONTROL CENTRE IN BOX OFFICE AND TO Fire Buckets

Fire Exit

Fire Equipment

Emergency Fire Assembly Point Buckets

Fire Alarm Call Point

EXIT Fire Alarm Call Point

Fire Extingisher Inside

Danger Electricity

Fire Evacuation Horn

Danger Electricity

Fire Exit

Fire Exit Fire Exit

Fire Exit

5 EXIT

DETAIL 03

Fire Evacuation Horn

First Aid

Sand

First Aid

Fire Exit

Sand

First Aid

EXIT

Fire Buckets

Fire Extingisher Inside

Fire Exit

Emergency Assembly Point

Fire Exit

Fire Exit Fire Exit

EMERGENCY SERVICE SWITCHBOARD – ACTIVELY MONITORED TO ENABLE RAPID RESPONSE AND RESCUE AS PER CLAUSE 522. LIFE JACKETS PROVIDED ALONG WATERFRONT AND SURROUNDING MOAT THROUGHOUT ALL STAGES OF CONSTRUCTION AND BUILDING USE TO AID CONSTRUCTION WORKERS AND MEMBERS OF THE PUBLIC IN EVENT OF FALL INTO WATER AS PER CLAUSE 523 OF HSG150: 2006. ALL CONSTRUCTION STAFF INVOLVED IN EXCAVATIONS AND WORK ALONG, IN OR IN CLOSE PROXIMITY TO WATER TO BE PROVIDED WITH BUOYANCY AIDS TO BE WORN AT ALL TIMES IN CASE OF FALL OR FLOODING. THROW LINE FOR RESCUE FROM MOVING WATER IN ACCORDANCE WITH 526 – UNTETHERED, 8-12MM DIAMETER, BRIGHTLY COLOURED AND ABLE TO FLOAT. RESCUE BOATS LOCATED AT RIVERSIDE MUSEUM AND TRANSPORT MUSEUM TO BE UTILISED AT SCHEME AS PER CLAUSE 527 UPON PERMISSION FROM CLYDE PORT AUTHORITY, GLASGOW CITY COLLEGE, GLASGOW CITY COUNCIL, HEALTH & SAFETY EXECUTIVE AND RELEVANT EMERGENCY SERVICES TO BE CONTACTED AT PLANNING STAGE. PRECAUTIONS TO BE MAINTAINED AND PROCEDURES DOCUMENTED CLEARLY IN BUILDING HEALTH & SAFETY MANUAL TO BE HANDED TO CLIENT/ BUILDING OPERATOR UPON COMPLETION OF CONSTRUCTION.

Fire Pump

GROUND AND HOISTED IN PLACE BY CRANES.

MAINTENANCE STAGE ACTION: INSPECTIONS AND REPAIRS MAY NEED TO BE CARRIED OUT TO CAISSON BELOW WATER LEVEL. TO BE CARRIED OUT BY SUITABLY QUALIFIED STAFF ONCE CAISSON HAS BEEN DRAINED AND MADE SAFE. BUILDING MANAGER TO IMPLEMENT ADVERSE WEATHER PROTOCOL AND CANCEL ANY REPAIR WORKS IN LIGHT OF POOR METEOROLOGICAL FORECASTS. 3. WORKING AT HEIGHT TO INSTALL STEEL SUPERSTRUCTURE AND CONSTRUCT COMPLEX ROOF IS HIGH RISK ACTIVITY. 50% OF ALL ACCIDENTAL DEATHS IN CONSTRUCTION INDUSTRY ARE RESULT OF FALLS (HSE, 2006: 22) WORK AT HEIGHT REGULATIONS 2005 TO BE ENFORCED BY PC TO ENSURE COMPLIANCE WITH SAFE PRACTICE PROCEDURES FROM ALL CONSTRUCTION TEAM MEMBERS. FALL NETS TO BE INSTALLED AT ROOF EDGES TO PROTECT GROUND STAFF FROM FALLING OBJECTS AND CATCH ANY WORKERS WHO MAY FALL. WORKING AT ROOF LEVEL IS GENERALLY ONLY PLANNED FOR FINAL ASSEMBLY OF SUPERSTRUCTURE AS IT IS MANUFACTURED IN FACTORY FOR QUALITY AND SAFETY, ASSEMBLED ON

Fire Exit

Fire Pump

Fire Equipment

Fire Exit Fire Exit

Fire Exit Emergency

Assembly Point

Fire FireExit Alarm Call Point

Fire Pump

Fire Exit

Fire Equipment

Fire FireFire Buckets Exit Exit Fire Buckets

Emergency Assembly Point

Fire Alarm Call Point

Fire Extingisher First Aid Inside

Fire Extingisher Inside

EXIT

Fire Exit

Danger Electricity

First Aid

Fire Evacuation Horn

Fire Sand Exit

EXIT

Fire Evacuation Horn

5. CONTAMINATION OF LAND, SOIL, WATER ANDSand RIVER FROM DISPOSAL OF WASTE AND EXCESS SUCH AS MORTAR, CONCRETE AND OTHER BUILDING SUBSTANCES PC TO ENFORCE BEST PRACTICE AND PROVIDE ADEQUATE FACILITIES FOR THE SAFE CONTAINMENT AND REMOVAL OF SLUDGE AND DENSE CEMENTEOUS LIQUIDS AND MATERIALS TO PREVENT BUILDING SITE WASTE CLOGGING UP NEW OR EXISTING SEWERAGE AND DRAINAGE INFRASTRUCTURE AND RESTRICT CONTAMINATION OF LAND AND WATER ENVIRONMENTS. USE RISKS 6. JETTY PROVIDES WATER-LEVEL ACCESS TO RIVER. RISK OF DROWNING THROUGH IMPROPER USE AND THERE IS A RISK AREA IS USED FOR ANTI-SOCIAL BEHAVIOUR (LOCAL YOUTHS DRINKING AND LOITERING FOR EXAMPLE) ALONG WITH RISK OF FALLING INTO WATER FROM EDGE OF WALKWAYS. JETTIES TO BE SECURED ENTRY CLEARLY SIGNED EXPLAINING ACCESS IS ONLY FOR AUTHORISED PERSONNEL. BUILDING MANAGER TO MONITOR CCTV OF WATERFRONT AREAS TO DISPERSE GROUPS AND ENCOURAGE THEM TO USE COURTYARD SPACE OF SCHEME AS OPPOSED TO HIDING OUT OF SITE. USE OF JETTIES TO BE UNDER STRICT OPERATIONAL CONTROL OF SUITABLY TRAINED BUILDING MANAGER. 7. SLIP HAZARD ON WALKWAY AS A RESULT OF MOSS AND DAMP BUILD UP DUE TO SHADING FROM DIRECT SUNLIGHT BY OVER-SAILING BUILDING. SLIP RESISTANT SURFACES SPECIFIED AT DESIGN STAGE TO REDUCE RISK OF SLIPS. BUILDING MANAGER/SECURITY TEAM TO REGULARLY INSPECT AND CLEAN THESE AREAS TO PREVENT BUILD UP. HANDRAILS PROVIDED TO MINIMUM BR 4.4.2 STANDARD TO PREVENT FALLING INTO WATER. 8. RISK OF FALLS OVER BALCONY EDGES FROM SEATING GANGWAYS DUE TO PITCH OF STAIRS. STAIRS, GANGWAY AND STAIRWAY WIDTHS ARE COMPLIANT WITH BUILDING STANDARDS SECTION 4.3.2 AND THE GUIDANCE SET OUT IN BS5588-6: 1991. GUARDRAILS ARE OVER 1000mm ABOVE GROUND LEVEL WHILE REMAINING MINIMAL IN PROFILE SO AS TO MAINTAIN UNINTERRUPTED SIGHT LINES WITH THE STAGE. 9. RISK OF TEMPORARY OR PERMANENT DAMAGE TO HEARING, PARTIAL HEARING LOSS OR TINNITUS FOR PERFORMERS AND AUDIENCE MEMBERS IF TOO CLOSE TO STAGE WITHOUT ADEQUATE EAR PROTECTION. IMPROPER SPECIFICATION AND INSTALLATION OF REFLECTING AND ABSORBING

Fire Danger Fire Electricity Exit A

Fire Pump

Fire Equipment

Fire Exit

EXIT

Emergency Assembly Point First Aid

Fire Evacuation Horn

Danger Electricity

Fire Extingisher Inside

Fire Exit

Danger Electricity

Fire Evacuation Horn

Fire Sand Exit

Fire Exit Fire Pump

Fire Equipment

Fire

PRIVATE AND FAMILY LIFE,” AND ANTISOCIAL BEHAVIOUR ETC. (SCOTLAND) ACT 2004 REGARDING Exit ACCEPTABLE NOISE LEVELS. TO BE DEVELOPEDFire IN COORDINATION WITH LANDSCAPE ARCHITECT, ACOUSTICIAN, ENVIRONMENTAL CONSULTANT, Exit GCC AND LOCAL RESIDENTS IN-LINE WITH PAN Fire Emergency 1/2011. DENSE PLANTING OF TREES ALONG SOUTH AND WESTERN SITE BOUNDARIES AND THE Fire Alarm Assembly Point SURFACES Call Point Exit SPECIFICATION OF GRASS FOR PRACTICE GROUNDS INSTEAD OF HARDSCAPED AIMS TO Fire ABSORB AND DEFLECT NOISE AWAY FROM HOUSING AND OFFICES/SMALL BUSINESS IN PEARCE Exit INSTITUTE.Fire Fire

Electricity

Fire Evacuation Horn

Sand

MATERIALS POSES A SIMILAR HEALTH RISK AS TOO MUCH REFLECTION WILL CAUSE PERFORMANCES TO BE PARTICULARLY LOUD OR PROMOTE HIGH FREQUENCY VIBRATION OF SURFACES WHILE TOO MUCH ABSORPTION CAN AFFECT THE CLARITY OF EMERGENCY ALARMS AS MATERIALS MAY MUFFLE THEIR FREQUENCIES. CONTROL OF NOISE AT WORK REGULATIONS (2005) SETS OUT ACCEPTABLE LIMITS AT WHICH ACTIONS SHOULD BE TAKEN TO REDUCE RISK OF DAMAGE TO HEARING. WHILE THIS REGULATION IS GENERALLY AIMED AT INCREASING CONSTRUCTION SITE AND WORKPLACE SAFETY, IT SHOULD BE ADHERED TO FOR THOSE WHO REGULARLY PERFORM, TEACHING OR ARE OTHERWISE ASSOCIATED WITH BAGPIPE PERFORMANCES, SUCH AS SOUND ENGINEERS AND LIGHTING TECHNICIANS. PERFORMERS AND THOSE SITUATED CLOSE TO STAGE TO BE PROVIDED WITH ADEQUATE EAR PLUGS TO MINIMISE IMPACT OF PARTICULARLY HARMFUL FREQUENCIES WHILE ALLOWING ENOUGH SOUND TO PASS THROUGH FOR PERFORMERS TO HEAR WHAT THEY ARE PLAYING. 10. RISK OF PERFORMERS’ SLIPPING IN SHOWER ROOMS IN BACK OF HOUSE AREA SHOWER AREAS TO BE PROVIDED WITH SLIP-RESISTING TACTILE FLOOR SURFACES TO PRINCIPAL DESIGNERS’ AND MANUFACTURERS’ DETAILS. 11. GROUND FLOOR WINDOWS OF HOTEL ARE AT RISK OF BREAK-INS. WINDOWS AND DOORS TO FOLLOW SECURE BY DESIGN GUIDANCE TO PREVENT UNAUTHORISED ACCESS OR THEFT WITH BUILDING MONITORED BY HOTEL AND SECURITY STAFF TO NOTE AND REPORT SUSPICIOUS ACTIVITY. 12. DEVELOPMENT MAY ATTRACT BIRDS WHICH, IF EXCESSIVE AMOUNTS OF THE WRONG SPECIES CONGLOMERATE, COULD LEAD TO HEALTH HAZARDS FROM CARRIED DISEASES AND SLIP RISKS ON PAVING FROM EXCREMENT THROUGHOUT CONSTRUCTION AND USE. CIVIL AVIATION AUTHORITY SHOULD BE CONSULTED REGARDING CONTROL. PROPOSAL IS 33m TALL AT HIGHEST POINT SO MINISTRY OF DEFENSE (MOD) TO ADVISE ON SITE DIRECTIONS AND POTENTIAL ROUTES OF ELECTRICITY PYLON NETWORKS. ECO-PIC OR EQUIVALENT SYSTEM TO BE SPECIFIED ON WINDOW LEDGE AND PARAPETS TO PREVENT BIRDS GATHERING. PROVISION FOR NESTING BIRDS TO BE ACCOMMODATED WITHIN GREEN SPACE OVERLOOKING CHURCH AS PART OF BIODIVERSITY INCLUSION PLAN DEVELOPED IN ASSOCIATION WITH LANDSCAPE ARCHITECT AND CONSULTATIONS WITH SEPA IN-LINE WITH LOCAL BIODIVERSITY ACTION PLAN 2001/2, ENVIRONMENTAL ACT 1994 AND ENVIRONMENTAL PROTECTION ACT 1995. 13. WORKSHOP REGULARLY PRODUCES FINELY CRAFTED METAL, PLASTIC AND TIMBER PIECES FOR BAGPIPES WITH OCCASIONAL USE OF NATURAL MINERALS SUCH AS SHEEPS’ STOMACHS TO CREATE BAGS. RISK OF INJURY FROM USE OF MACHINERY AND EXPOSURE TO VIBRATION, MATERIALS AND DUST IN WORKSHOP. APPROPRIATE TRAINING, SUPERVISION, PERSONAL PROTECTIVE EQUIPMENT (PPE) INCLUDING SAFETY GLASSES, WIRE GLOVES AND MASK WITH RESPIRATOR) TO BE PROVIDED TO AND UTILISED AT ALL TIMES BY ALL WORKSHOP USERS. MECHANICAL VENTILATION AND ARTIFICIAL LIGHTING USED TO CONTROL INTERNAL ENVIRONMENT AND PROVIDE WORKERS WITH ADEQUATE AIR CHANGES, REMOVING DUST AND CHEMICALS AND PROVIDING A CONSISTENT, EVEN LIGHT TO PREVENT SHADOWS OR GLARE CAUSING DISTRACTION AND INJURY AS PER ENVIRONMENTAL STRATEGY.

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21. LIMITED HEADROOM BETWEEN AUDITORIUM’S DOUBLE SKIN FOR MAINTENANCE - POTENTIAL FOR INCREASED ANXIETY OR SENSE OF CLAUSTROPHOBIA LEADING TO PANIC AND DISTRESS SHOULD LIGHTING FAIL OR DOORS CLOSE WHILE MAINTENANCE STAFF ARE CONDUCTING INSPECTIONS OF CONCRETE COLUMNS AND SPRING DAMPENERS. Fire Fire Emergency Fire Alarm Fire Extingisher STAFF TO WEAR ADEQUATE PPE AT ALL TIMES. EMERGENCY LIGHTING PROVIDED Point Call Point Inside Exit Exit Assembly MAINTENANCE ON SEPARATE PROTECTED CIRCUIT AS PER BR 2.10.2 AND STAFF TO OPERATE IN TEAMS/PAIRS TO 14. HIGH NUMBER OF CHILDREN STUDYING, PRACTICING AND PERFORMING IN VARIOUS AREAS OF INCREASE SAFETY BY NOT WORKING ALONE. STAFF TO BE ADEQUATELY TRAINED IN MAINTENANCE PUBLIC BUILDING PRESENTS RISK TO CHILD PROTECTION. Fire Fire OF STRUCTURE AND SPRINGS. 2 EXITS ARE PROVIDED AS MEANS OF ESCAPE SHOULD FIRE BREAK CHILDREN TO BE SUPERVISED BY TUTOR OR OTHER SUITABLE ADULT WHO HOLDS RELEVANT Exit OUT IN CAVITY BETWEEN CONCRETE SKINS (CAVITY BARRIERS INSTALLED AS PER ENGINEERS’ FIRST AID QUALIFICATION APPOINTED SUBJECT TO VETTINGExit THROUGH FULL CRIMINAL RECORDS SPECIFICATION IN ACCORDANCE WITH BR 2.4.2). DISCLOSURE CHECK FOR CHILD PROTECTION PURPOSES. EDUCATION WING CAN BE LOCKED DOWN WHEN NOT IN USE AND ISOLATED WHEN USED OUT-WITH WORKSHOP OPENING HOURS, CONTROLLED Fire Evacuation 22. LIGHTING RIGHorn INSTALLATION AND MAINTENANCE RISKS WORKERS OR EQUIPMENT FALLING Danger ACCESS TO BE DISCUSSED WITH M&E CONSULTANT AND BUILDING SECURITY TEAM AT DESIGN Electricity FROM HEIGHT AND DAMAGING SURFACES OR INJURING THOSE BELOW. STAGE WHICH ALSO HELPS TO REDUCE ENERGY CONSUMPTION, VANDALISM, DAMAGE, THEFT OR Sand First Aid MEMBER OF THE PUBLIC WONDERING INTO LIGHTING RIG IS SECURED DURING PERFORMANCES AT DEFLECTOR LEVEL AND LOWERED TO SAFETY RISK FROM LONE-WORKING OR AN UNTRAINED GROUND LEVEL FOR MAINTENANCE AND REPAIR ON PULLEY SYSTEM. LIGHTS AND SPEAKERS WORKSHOP AND BEING INJURED. ARE REMOTE OPERATED FROM SOUND DESK AT SOUTH SIDE OF AUDITORIUM WITH EMERGENCY DISCHARGE LIGHTING SHUT OFF SWITCH IN BUILDING CONTROL SUITE IN EMERGENCIES. 15. VANDALISM OF COURTYARD AREAS AT NIGHT/OUT WITH BUILDING OCCUPATION HOURS. BUILDING TO BE ACTIVELY MONITORED BY SECURITY TEAM AND BUILDING MANAGER FROM 23. WINDOW CLEANING AT HEIGHT PRESENTS RISK OF SERIOUS INJURY DUE TO FALLING. UPPER SECURITY SUITE IN BOX OFFICE, OR BY HOTEL STAFF TO PREVENT UNWELCOME VISITORS. THE FLOOR WINDOWS BEYOND REACH OF TELESCOPIC POLES FROM GROUND OR WALKWAY LEVEL. SCHEME IS DESIGNED FOR AND BY GOVANITES COURTYARD AND OTHER EXTERNAL SPACES ARE WINDOWS BOTTOM HUNG FOR SMOKE HANDLING TO ROTATE INWARDS, OPENED BY CLEANERS OR PUBLICLY AVAILABLE 24/7. DESIGN TEAM AIM THAT SCHEME IS TAKEN OVER BY LOCAL COMMUNITY BY FIRE & RESCUE SERVICE PERSONNEL IN EMERGENCIES. CLEANERS TO BE TETHERED TO ANCHOR AS A SOURCE OF PRIDE AND PASSIVE COMMUNITY SURVEILLANCE FROM COMMUNITY AND BOLT WITH TWIN TAILED LANYARD TO SECURE THEM BEFORE OPENING WINDOW TO PREVENT FALLS SURROUNDING RESIDENTIAL NEIGHBOURS WILL HELP REGULATE BEHAVIOUR AS PART OF STRATEGY (HSG150: 41). GUARD RAILS PROVIDED INTERNALLY TO PREVENT MEMBERS OF PUBLIC FROM TO CATER FOR CDPs 1 & 2 CREATING A SAFER PLACE AS PER PAN 77. FALLING IN THE EVENT WINDOW IS LEFT UNLOCKED COMPLYING WITH BR 4.4.2 16. INCREASED PEDESTRIAN AND VEHICULAR TRAFFIC ON AND AROUND SITE AND THROUGH WIDER 24. RISK OF TRIPS, HEAD INJURY AND/OR CONCUSSION FOR MAINTENANCE WORKERS CLIMBING AREA. RISK OF INCREASE IN ROAD TRAFFIC COLLISIONS DUE TO INCREASED VEHICULAR TRAFFIC, OVER AND BETWEEN TRUSSES AND ACCESS BETWEEN TRUSSES PRESENTS RISK OF INJURY FROM OR PEDESTRIAN INJURY AND CONFLICT WITH VEHICLES AND CYCLES ESPECIALLY WITH THOSE NEW FALLING ONTO AUDITORIUM ROOF. TO OR LESS FAMILIAR WITH AREA. LADDERS PROVIDED WHICH BRIDGE TRUSSES WITH MINIMUM 2m HEADROOM (SEE DETAIL 02) STAG APPRAISAL REQUIRED. DUTY OF CARE OF PUBLIC TO MINIMISE CONFLICT AND INCIDENTS. DESIGNED AND INSTALLED IN ACCORDANCE WITH BS5359-3: 1984. HEADROOM WARNING SIGNS PATHS TO BE CLEARLY DELINEATED AND SEGREGATED BY APPROPRIATE PAVING, SURFACES AND OR TAPE TO CLEARLY MARK LOW BEAMS AND STRUCTURAL ELEMENTS TO AID WORKERS VISUALLY KERBS WITH PEDESTRIANISATION OF WATER ROW, WITH GOVAN CROSS A TRAFFIC CALMED NAVIGATE THE HAZARDS, CONSPICUOUSLY LABELLED WITH SIGN CONFORMING TO HEALTH AND AREA AND MOST TRAFFIC RE-ROUTED SOUTH OF BUS STATION AWAY FROM SITE. PLANS TO BE SAFETY (SIGNS & SIGNALLING) REGULATIONS 1996. GUARDRAILS OF 1050mm PROTECT WORKERS DEVELOPED IN CONJUNCTION WITH GCC, VEHICLE TRACKING EXPERT, SPT, FIRST BUS AND NEXTBIKE FROM FALLING. DROP IS NO MORE THAN 2m ONTO CONCRETE STRUCTURE WITH MINIMAL RISK OF TO ADAPT INFRASTRUCTURE. INCREASED PEDESTRIAN AND VEHICULAR TRAFFIC ON AND AROUND FALLING THROUGH. ALL MAINTENANCE STAFF TO WEAR PPE WHEN CONDUCTING WORK. SITE AND THROUGH WIDER AREA CAN ALSO BE OFFSET BY PROMOTING SUSTAINABLE BOAT TRAVEL ON RIVER AND TYING IN WITH INCENTIVISING EXISTING PUBLIC TRANSPORT INFRASTRUCTURE 25. ACCESS TO PLANT IN AUDITORIUM MAY INVOLVE AWKWARDLY LOCATED/ACCESSED SERVICES PROVIDED BY NEXTBIKE, SPT, SCOTRAIL AND FIRST BUS TO ENHANCE LOCAL DEVELOPMENT PLANS SERVICING AND PIPEWORK IN AUDITORIUM TO BE RUN UNDER-FLOOR OR WITHIN WALL PANELS TO AND INCREASE CONNECTIVITY BETWEEN NETWORK OF TOWN CENTRES (GCC CDP 4). STRATEGIES PROMOTE EASY AND GROUND-LEVEL MAINTENANCE, ELIMINATING NEED FOR WORKING AT HEIGHT DEVISED ON BASIS OF TRAFFIC IMPACT ASSESSMENT AND IN CONJUNCTION WITH CIVIL ENGINEER OR IN CRAWL SPACES - WIDTHS OF CONCRETE CAVITY AND WALL BUILDS UP ACCOMMODATE THIS AND TRANSPORT STAKEHOLDER ENGAGEMENT. AND TO BE DEVELOPED IN COORDINATION WITH M&E AND STRUCTURAL ENGINEERS. 17. ACOUSTICS OF PIPERS’ PRACTICING IN SOFT LANDSCAPED AREA MAY BE NUISANCE TO LOCAL 26. DELIVERIES OF FOOD & DRINK DELIVERY, SERVING AND PREPARATION IN BARS, CAFE AND RESIDENTS AND BUSINESS OWNERS DUE TO NOISE LEVELS AND PERFORMANCE TIMES. GREEN ROOM RISK INJURING VISITORS WHEN BUILDING OCCUPIED. SPECIFICALLY LOCATED FARTHEST FROM PROPOSED AND EXISTING RESIDENTIAL BLOCKS WHILE DELIVERIES RESTRICTED TO EARLY MORNING TO PREVENT PULLING LARGE CAGES OF SUPPLIES SHELTERED BEHIND BUILDINGS WITHIN SCHEME AND LIMITS ON TIMES OF DAY AS SET OUT BY THE THROUGH PUBLIC AREAS DURING PEAK TIMES TO MINIMISE RISK OF PUBLIC INJURY/CRASHING NOISE POLLUTION ACT 1974 IN RESPECT OF THE COMMON LAW OF NUISANCE, PART IV OF THE CIVIC INTO PEOPLE/OBJECTS WHEN TOO BUSY AND INCREASING ESCAPE TIMES/MAKING ESCAPE MORE GOVERNMENT (SCOTLAND) ACT 1982, THE ENVIRONMENTAL PROTECTION ACT 1990, THE HUMAN DIFFICULT. DESIGNATION OF ONE LIFT IN AUDITORIUM FOR GOODS MAY BE PERMITTED AS ALL 4 RIGHTS ACT 1998 (AS IT RELATES TO NOISE) ARTICLE 8 REGARDING “THE RIGHT TO RESPECT FOR LIFTS ARE FIREFIGHTING LIFTS

AUDITORIUM IN USE LIGHTING RIG MAINTENANCE, REPAIR AND REPLACEMENT Danger First Aid

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20. PLANT ROOMS CONSISTS OF GREYWATER RECYCLING FACILITY FOR SANITARY FLUSHING WATER, GROUND SOURCE HEAT PUMP AND BIOMASS BOILER COMBINING TO FORM THE COMMUNITY ENERGY CENTRE AS PART OF SCHEME’S SUSTAINABLE PROVISION STRATEGY. RISK OF WATER INGRESS TO GREYWATER TANKS CONTAMINATING SUPPLY AND CORRODING OR DAMAGING PIPES Fire Pump Fire Equipment Fire SUPPLYING WATER CLOSETS, OR GREYWATER CONTAMINATING RIVER VIA RUN-OFF IN CAISSON. Exit BIOMASS BOILER IS A FIRE RISK DUEFire TO ITS COMBUSTIBLE WOOD PELLET FUEL, AUTOMATIC Buckets FEEDER AND ASSOCIATED GROUND Fire SOURCE HEAT PUMP MAINTENANCE MAY Fire Pump Equipment FireSTORAGE WHILE REQUIRE UNDERGROUND ACCESS WITH RISK OF MAINTENANCE PERSONNEL BECOMING TRAPPED Fire Exit Fire Buckets OR INJURED. Exit PLANT WAS ORIGINALLY LOCATED IN UNDERCROFT OF AUDITORIUM BUT HAS BEEN AMENDED DUE Fire Fire TO THE SUSCEPTIBILITY OF THE AREA TO FLOODING WHICH COULD CAUSE INJURY, LIFE HEALTH Fire Emergency Fire Alarm Fire Extingisher Exit Assembly Exit (DROWNING) & HEALTH ISSUES DUE TO CONTAMINATION FROM RIVER TO WORKERS OR TANKS TO Point Call Point Inside DESIGNS TO ADHERE TO WATER ENVIRONMENT AND WATER Exit RIVER. CIVIL AND M&E ENGINEERS’ SERVICES (SCOTLAND) ACT 2003 BASED ON CONSULTATIONS WITH SCOTTISH WATER, SEPA AND THE Fire Fire Emergency Fire Alarm Fire Extingisher WATER AUTHORITY WITH ADEQUATE TANKING DETAILING WATER INGRESS OR LEAKAGE Assembly Point TO PREVENT Call Point Inside Exit Exit TO/FROM SEALED CONCRETE CONSTRUCTION. BUILDING STANDARDS REGULATION 17 SETS OUT CONTINUING REQUIREMENTS FOR INSPECTION AND MAINTENANCE OF MVHR AND HEATING SYSTEMS Fire TOFire BE CARRIED OUT BY ACCREDITED ENGINEER WHO IS REQUIRED TO PROVIDE USE REPORT TO Fire Evacuation Exit Exit BUILDING MANAGER TO IMPROVE PERFORMANCE AND REDUCE FUEL WASTAGE. BUILDING Danger Horn USERS AND MANAGEMENT TEAMS TO BE TRAINED IN CONTROL AND OPERATION OF BUILDING Electricity SYSTEMS AS SET OUT INSand BUILDING MANUAL (INCLUDED IN HANDOVER INFORMATION PACKAGE). Fire Evacuation CIBSE TECHNICAL MEMORANDUMDanger 44 (TM44) ‘INSPECTION OFHorn AIR CONDITIONING SYSTEMS’ TO Electricity BE FOLLOWED. M&E AND CIVIL ENGINEERS TO SPECIFY AND ENSURE CORRECT DESIGN AND PC Sand First Aid RESPONSIBLE FOR ORGANISING INSTALLATION BY APPROVED, QUALIFIED EXPERT TO GUARANTEE COMPATIBILITY, LONGEVITY AND SAFETY PROMOTED BY CORRECT USE AND OPERATION. CIVIL AND STRUCTURAL ENGINEERS’ DESIGNS TO PREVENT FAILURE OF MATERIALS OR STRUCTURE, WITH Fire Pump Fire Equipment Fire REGARDS TO LOADS AND WEATHER/MARINE CONDITIONS TO PREVENT COLLAPSE, OR INJURY Exit Fire Buckets AND USE. RESULTING FROM INADEQUATE/IMPROPER INSTALLATION

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4. DUEEmergency TO BUILDING HEIGHT,Fire SCHEME AND CRANES TO CONSTRUCT ARE SUSCEPTIBLE Alarm Fire UTILISED Extingisher CallSERVICES Point FROM LIGHTENING Inside STRIKES DURING CONSTRUCTION TO Assembly DAMAGE TO Point STRUCTURE AND AND USE. STRUCTURAL ENGINEER TO ADVISE ON SPECIFICATION AND SITING OF LIGHTENING RODS ON CRANES (CONSTRUCTION) AND ROOF/WALLS (CONSTRUCTION AND IN USE). NO ROOF ACCESS IS TO BE PERMITTED WHEN ELECTRICAL STORMS ARE PREDICTED, TO BE MONITORED BY PC DURING CONSTRUCTION AND BUILDING MANAGER DURING USE. Electricity

Fire Exit Fire Equipment

Fire Alarm Call Point

Fi C

Fire Exit

MAINTENANCE RISKS

Fire Exit

Fire Buckets

Danger

Emergency Assembly Point

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! Fire Exit

Emergency Assembly Point

Fire ISFire 18. REMOVAL OR DESTRUCTION OF NATURAL HABITATS PRE CONSTRUCTION A RISK WITH REGARDS TO BR SECTION 7: ENVIRONMENTAL IMPACT AND DISTURBANCES HABITATS AND Exit TO Exit Fire Evacuation WOODLAND AND SHRUBBERY. Danger SITE CURRENTLY IN STATE OF DISREPAIR. ENVIRONMENTAL IMPACTS ASSESSMENT Horn REQUIRED. Electricity TREES ANDFirst ADDED AND BIODIVERSITY INCREASED IN ACCORDANCE WITH ENVIRONMENTAL Aid CONSULTANTS’ RECOMMENDATIONS AND LANDSCAPE ARCHITECTS’ DESIGNS TO PROVIDE NEW IMPROVED HOME FOR WILDLIFE AND TO SUSTAINABLY MANAGE SURFACE REGULATION AND FirstWATER Aid AID PRIVACY BETWEEN HOTEL AND NEIGHBOURING PROPERTIES AND IN RIVER POST-COMPLETION OF CAISSON. AIR, LAND AND WATER CONTAMINATION LEVELS TO BE ACTIVELY MONITORED AND ACTED UPON THROUGHOUT CONSTRUCTION AND LIFE CYCLE OF PROPOSAL.

Fire FireExit Exit Fire FireExit Exit

Fire Sand Buckets

Fire Exit

Fire Equipment

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RISK MANAGEMENT (FRM) ACT 2009, EUROPEAN WATER FRAMEWORK DIRECTIVE (2015), SURFACE WATER MANAGEMENT PLAN (GCC, 2017), THE METROPOLITAN GLASGOW STRATEGIC DRAINAGE First (MGSDP), Aid PARTNERSHIP (SEPA), SCOTTISH WATER, SCOTTISH ENTERPRISE AND SCOTTISH CANALS DRAINAGE IMPACT ASSESSMENT (DIA), BS EN 12056Fire Pump 3: 2000 Fire FOR Equipment RWPS AND DRAINAGE TO BE CONSULTED BY DESIGN TEAM REGARDING DRAINAGE, FireSUDS, Buckets SURFACE WATER STORAGE, RUN OFF AND DISCHARGE

Fire Equipment

Fire Exit

Fire Fire Exit Exit

Fire Exit

Fire Pump

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Fire Fire Exit Exit

Fire Fire SECTIONExit 7: DRAINAGE Exit & WASTE DISPOSAL: FLOOD Fire Exit

Fire Pump

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DETAIL 03 RIVERSIDEFire WALKWAY Exit

Sand

DETAIL 02

Fire Exit

PLAN HYBRID MAINTENANCE LEVEL 05 (LEFT) AND AUDITORIUM LEVEL 04 (RIGHT)

Fire Inside Pump

Electricity

Fire Eq

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Fire Fire Exit Exit First Aid

Fire Exit

Fire Evacuation Horn

Danger

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Sand

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1150

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Fire Equipment

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Fire Extingisher Inside

25 Fire Buckets

Fire Extingisher Inside

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Fire Evacuation Horn

Fire Alarm Call Point

Fire Evacuation Horn

Fire Equipment

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Emergency Assembly Point

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Fire Exit Fire Exit

Electricity

Fire Fire Fire Evacuation Exit Fire Pump Fire Equipment Horn Fire Electricity Emergency Fire AlarmExitFire Extingisher Buckets Fire Sand Inside Emergency Exit Assembly Point Call Point Fire Alarm Fire Extingisher Assembly Point Call Point Inside Exit Exit Fire Fire Exit Exit Fire Fire Exit Exit Fire Fire Emergency Fire Alarm Fire Extingisher Inside Exit Exit Assembly Point Call Point Fire Evacuation Danger Horn Fire Evacuation Electricity Danger Horn Fire Fire Sand Electricity Sand Exit FirstExit Aid

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Fire Buckets

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Sand

Fire Extingisher Inside

Fire Buckets

First Aid

Fire Equipment

Emergency Assembly Point

1. RISK OF COLLAPSE DURING CONSTRUCTION DUE TO BUILDING ON UNSTABLE GROUND. GEOTECHNICAL SURVEY CARRIED OUT USING METHODS DESCRIBED IN BS EN 1997-2: 2007 Fire Evacuation FOUNDATIONS AND RETAINING WALLS CONSTRUCTED TO: BS EN 1997-1:2004 DESIGNS AND Danger Horn STRUCTURAL ENGINEERS’ INPUT IN ACCORDANCE WITH THAT SET OUT IN BS EN 1990:2002 (BR Electricity 1.1.4).Sand MINIMISE RISK WITH EARLY CONSULTATION WITH COAL AUTHORITY AND SITE SURVEYORS Fire Alarm Fire Extingisher PRIOR TO COMMENCEMENT OF WORK. BUILDING TO BE DESIGNED SUCH THAT FOUNDATIONS ARE Call Point Inside NON-INVASIVE OF ESTABLISHED MINES OR SEAMS AND CONSTRUCTED IN ACCORDANCE WITH REGULATION 1.1.4. GROUND AND SERVICE (GAS/ELECTRICITY/WATER/TELECOMS). CONSTRUCTION STAFF TO BE ADVISED OF WHAT TO DO IN EVENT OF DISCOVERY; WORK TO BE SUPERVISED BY QUALIFIED EXPERT OR HEALTH AND SAFETY ADVISOR.

Electricity

Fire Exit

Fire Equipment

Fire Exit

Fire Evacuation Horn

Danger Fire Exit

Sand

Fire Exit

Fire Equipment

Fire Exit

EXIT

Fire Pump Fire Buckets

Fire Pump FireFire Extingisher Exit Inside

Fire Alarm Call Point

Fire Exit

Fire Evacuation Horn

Fire Exit

Fire Buckets

EXIT

Fire Evacuation Horn

First Aid

Fire Pump

Fire Equipment

Fire Buckets

Danger

Fire Exit

Fire Buckets

Emergency Assembly Point

Exit EXIT

Fire Extingisher Inside First Aid

Fire Equipment

Fire

Fire Extingisher Inside

Fire Equipment

Fire Exit

Fire Alarm Call Point

Fire Exit

DETAIL 01

Fire Exit

Fire Extingisher Inside

Fire Exit

Fire Equipment

Fire Exit

Fire Evacuation Horn

Danger

FireFirst Aid Emergency Exit Assembly Point

EXIT

Fire Buckets

Fire Fire Exit Exit Fire Exit

Fire Exit

Fire Equipment

EXIT

Fire Buckets

Fire Exit

Fire Extingisher Inside

Fire Fire Exit Exit Fire Pump Fire Fire Extingisher Fire Alarm Call Point Inside Exit

Sand

Fire Fire Evacuation Exit Horn

EXIT

Fire Equipment

3Fire Exit

Fire Pump

Fire Exit

First Aid

Fire Equipment

Fire Exit

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Fire DangerExit

Fire Exit

EXIT

Fire Evacuation Horn

Fire Buckets

Fire Evacuation Emergency Fire Alarm Fire Extingisher Horn Assembly Point Call Point Inside Electricity

Electricity

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Fire Fire Exit Exit Danger

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Emergency Fire Alarm Assembly PointFire Equipment Call Point Fire Pump

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Fire Evacuation Horn

Sand

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Electricity

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Fire Evacuation Horn

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Fire Evacuation Horn Fire Equipment Fire Pump

Danger

Fire Extingisher Inside

Fire Evacuation Horn

Danger

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Danger

Sand

Fire Alarm Call Point

Fire Exit

Fire Extingisher Inside

Fire Buckets

Emergency Assembly Point

EXIT

Fire Exit

Fire Pump

Fire Buckets

2,Fire7

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First Aid

Fire Equipment

Fire Alarm Call Point

Fire Exit

Fire Extingisher Inside

First Aid

RISK PLAN SITEWIDE LEVEL 00

Fire Exit

Emergency Assembly Point

Fire Pump

Fire Exit

Fire Buckets

Emergency Assembly Point

EXIT

Fire Alarm Call Point

Fire Pump

Fire Exit

Fire Buckets

EXIT

Fire Exit

Fire Danger Fire Evacuation Horn Electricity Exit Fire Pump Fire Equipment

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Fire Exit First Aid

Fire Equipment

Emergency Assembly Point

Fire Exit

Fire Exit Fire Exit Fire Exit

Fire Exit

EXIT

Fire Alarm Call Point

Danger Fire Electricity Exit

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Fire Exit

Fire Equipment First Aid

Emergency Assembly Point

Fire Equipment Fire Buckets

Fire Exit

First Aid

Fire Alarm Call Point

Fire Pump

! EXIT Fire Exit

EXIT Fire

Fire Exit

Fire Fire Equipment Exit

Emergency Assembly Point

Fire Exit

Fire Pump

Fire Exit

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

First Aid

Fire Exit

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

Sand

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

Fire Pump

Fire Exit

20Fire

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

Electricity

Fire Exit

First Aid

Fire Exit

Fire Evacuation Horn

Danger

Sand

PRODUCED BY AN AUTODESK STUDENT VERSION

Fire Exit

PRODUCED BY AN AUTODESK STUDENT VERSION

WHOLE LIFE & SUSTAINABILITY TO BE CONSIDERED FROM PROJECT INCEPTION WITH SUSTAINABILITY AND ENVIRONMENTAL CONSULTANTS AND ENGINEERING AND MANUFACTURER/SPECIALIST INPUT REGARDING EMBODIED ENERGIES OF MATERIALS AND ENVIRONMENTALLY CONSCIOUS WASTE INITIATIVES AND MATERIAL SOURCING.

Fire Exit

EXIT 12

Fire Extingisher Inside

Fire Exit

Fire Evacuation Horn Sand

Fire Alarm Call Point

First Aid

SUSTAINABILITY: 0 WASTE: EU REVISED WASTE FRAMEWORK DIRECTIVE70 (2008/98/EC), WASTE (SCOTLAND) REGULATIONS 2012:71, SAFEGUARDING SCOTLAND’S RESOURCES: A BLUEPRINT FOR A MORE RESOURCE EFFICIENT AND CIRCULAR ECONOMY; CIRCULAR 6/2013 DEVELOPMENT PLANNING 73; SEPA WASTE DATA SOURCES: INCLUDING WASTE DATA DIGESTS74 AND WASTE INFRASTRUCTURE MAPS75; SEPA THERMAL TREATMENT OF WASTE GUIDELINES 201376; WASTE CAPACITY TABLE 77 (FORMERLY ZERO WASTE PLAN ANNEX B CAPACITY TABLES).

Fire Exit

DETAIL 01 ROOF ACCESS

Emergency Assembly Point

EXIT

DUE THE SCALE AND COMPLEXITY OF THE PROPOSAL A CDM COORDINATOR WOULD BE ADVISABLE TO PROVIDE MANAGEMENT GUIDANCE DURING THE PRE- AND CONSTRUCTION SEQUENCE WHILE A HEALTH & SAFETY CONSULTANT WOULD BE USEFUL TO ADVISE ON COORDINATION BETWEEN CONSTRUCTION AND REQUIRED BEST DESIGN PRACTICE. QUANTITY SURVEYOR ENGAGED PRE-TENDER TO ACCURATELY COST AND BUDGET CONSTRUCTION. SUB-CONTRACTOR AND SPECIALIST FABRICATORS AND FITTERS (FOR AUDITORIUM SPRINGS, ACOUSTIC PANELLING AND STEEL TRUSSWORK FOR EXAMPLE) ENGAGED DIRECTLY AT TECHNICAL DESIGN PHASE FOR OPTIMAL SOLUTIONS.

Fire Exit

Fire Equipment Fire Buckets

Fire Exit

Fire Evacuation Horn

Danger

First Aid

COMMUNITY ENGAGEMENT OFFICER TO LIAISE WITH COMMUNITY, ESTABLISH CONNECTIONS AND BUILD SUPPORT BETWEEN PD, GCC AND DESIGN TEAM. OPERATIONS PARTNER TO ADVISE ON FINANCIAL RISK/VIABILITY AND OPERATIONAL PLANS FROM STAGE 2. ENVIRONMENTAL CONSULTANT AND LANDSCAPE ARCHITECT BROUGHT ON BOARD AT STAGE 1 OR 2 TO DEVELOP PROPOSALS FROM CONCEPT TO DETAIL AND DELIVERY WITH URBAN DESIGNERS ENGAGED AT FEASIBILITY STAGE FOR MASTERPLANNING ADVICE BASED ON SITE AND COMMUNITY DATA AND SPATIAL SYNTAX STUDIES. ENGINEERS (CIVIL, STRUCTURAL, MEP, FACADE/CLADDING, FIRE) CONSULTED FROM STAGE 2 FOR FEASIBILITY STUDY INPUT.

Fire Exit

1100

Fire Pump

Fire Exit

First Aid

PRINCIPAL CONTRACTOR (PD) TO: PLAN AND COORDINATE CONSTRUCTION PHASE AND ALL SITE WORKS TO ENSURE THE HEALTH AND SAFETY ISSUES ARE MANAGED TO MAINTAIN SAFETY FOR ALL SITE STAFF; SET OUT CONSTRUCTION PHASE PLAN PRIOR TO CONSTRUCTION PHASE WHILE ACTIVELY REVIEWING, UPDATING AND AMENDING TO ENSURE IT IS CURRENT AND ACCURATE DURING CONSTRUCTION PHASE; IMPLEMENT SAFETY CHECKS AND PROCEDURES, ESTABLISHING AND PROMOTING BEST PRACTICE ON SITE WITH REGARDS TO QUALITY AND SAFETY, SUCH AS IMPLEMENTING SPOT CHECKS PERIODICALLY CARRIED OUT ON CONSTRUCTION STAFF TO DISCOURAGE WORKING WHILE UNDER INFLUENCE OF ALCOHOL (OR DRUGS). CONTRACTOR TO ENSURE APPROPRIATE POLICIES IN PLACE PRIOR TO COMMENCEMENT AND ADEQUATE PROVISION OF FACILITIES TO MAINTAIN/IMPROVE WELFARE ON SITE AND PROVIDE RIGOROUS TRAINING, MONITORING, MENTORING AND SIGN OFF OF LOCAL APPRENTICES HIRED DURING CONSTRUCTION. COMPLEXITY OF SCHEME DEMANDS A HIGHLY SPECIALIST TEAM WITH EARLY INVOLVEMENT RECOMMENDED TO HARMONISE SITE SURVEY AND ASSESSMENT INFORMATION AND DATA TO DEVELOP BEST DESIGN OPTIONS AND DELIVER HIGHEST QUALITY CONSTRUCTION FOR GSPDA FOR PROJECT TO RUN SMOOTHLY FROM ACQUISITION OF SITE TO PRACTICAL COMPLETION AND HAND OVER. INTER-DISCIPLINARY TEAM TO CONSIST OF AT LEAST: SITE SURVEYORS TO ACCURATELY REPORT ON SITE CONDITIONS AFTER INITIAL SITE SURVEY AND PRELIMINARY DESIGNS BY PD AT STAGE 1. COUNCILLORS, POLITICIANS, PLANNING AND BUILDING CONTROL OFFICERS ENGAGED AT PRE-APP STAGE TO INCREASE LIKELIHOOD OF SCHEME BEING GRANTED SUCCESSFUL DECISION AT PLANNING, WITH PLANNING CONSULTANT ENGAGED AROUND THIS TIME TO COORDINATE INFORMATION AND ADVISE ON BEST APPROACHES. ACOUSTIC SPECIALISTS ALSO ENGAGED AT STAGE 1/2 AS THE SETTING OUT OF THE AUDITORIUM REQUIRES MOST COORDINATION.

1125

Fire Exit

Fire Extingisher Inside

First Aid

EXIT

Fire Exit

Fire Extingisher Inside

EXIT

FireDETAIL 02 TRUSS ACCESS Exit

Fire Exit

THE CLIENT (GSPDA AS PRIMARY CLIENT WITH COMMUNITY AS STAKEHOLDERS) TO: ENSURE SUITABLE MANAGEMENT PROCEDURES ARE IN PLACE THROUGHOUT THE PROJECT - THIS COULD BE ACHIEVED BY STIPULATING PDs’ COMPLIANCE WITH ISO 9000 QUALITY ASSURANCE (QA) PROCEDURES AND EMPLOYING A SEPARATE CONSTRUCTION MANAGEMENT TEAM TO REVIEW ALL CONSTRUCTION INFORMATION BEFORE RELEASE TO CONTRACTOR; ENSURE CONSTRUCTION PHASE PLAN IS PREPARED AND ADHERED TO BY CONTRACTOR; ENSURE PD MAINTAINS ACCURATE AND UP-TO-DATE HEALTH AND SAFETY FILE BEFORE CONSTRUCTION PHASE; ENSURE PD AND PC CARRY OUT THEIR DUTIES IN ADHERENCE TO THE HEALTH & SAFETY FILE AND CONSTRUCTION PLAN.

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19. RISK OF WORKERS FALLING FROM HEIGHT (+32m) IN RARE EVENT ROOF HAS TO BE CLEANED, MAINTAINED OR REPLACED HATCHES ACCESSED VIA LADDER LOCATED ON MAINTENANCE STOREY ALLOW MAINTENANCE STAFF SAFE ACCESS TO ROOF LEVEL. A FURTHER LADDER IS PROVIDED TO THE HIGHEST PART OF THE ROOF, WITH FALL RESTRAINTS OF MIN. 1100mm. WORKERS TO BE PAIRED IN BUDDY SYSTEM EACH RESPONSIBLE FOR THEIR OWN AND THEIR TEAMMATES’ SAFETY. ROOF TO BE VACATED IN EVENT OF ADVERSE WEATHER CONDITIONS TO MINIMISE RISK OF SLIPS WHEN ON ROOF. ANCHOR BOLT AND LANYARD HARNESS SYSTEM REQUIRED TO SECURE WORKERS WHEN OPERATING OUT WITH SAFE PLATT AREA BESIDE HATCH.

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Sand

PHASING AUDITORIUM

STAGE 5: SITE LOGISTICS SITE OFFICES, WELFARE PROVISIONS AND FIRST AID FACILITIES JETTY EXCAVATION FOR AUDITORIUM PLANT FOUNDATIONS FOR STAIR CORES ACCESS ROUTES CAR PARK MATERIAL STORAGE PLANT STORE

EXISTING BUILDINGS EXISTING SHOW PEOPLE COMMUNITY HOARDING ALONG SITE BOUNDARY SITE BOUNDARY FLOOD PREVENTION BARRIERS AND WATERFRONT RETAINING WALL EXISTING FOOTPATH RE-ROUTED

CONCRETE SKINS OF AUDITORIUM POURED AND FORMWORK STANDARDISED AND RE-USED TO SAVE MATERIALS. STEELWORK TO FORM AUDITORIUM SEATING LIFTED INTO PLACE AND STEEL DECKS ASSEMBLED TO HOLD FLOOR STRUCTURES AND PRE-CAST CONCRETE ELEMENTS. PHOTOS DEPICT CONSTRUCTION OF HAMBURG ELBPHILHARMONIE TO DEMONSTRATE HOW THIS SCHEME WOULD BE PHASED (ALL PHOTOS BY OLIVER HEISSNER FROM DIVISARE)

SITE LOGISTICS HAZARDS, RISKS & ACTIONS

PHASE 0 - SITE PREPARATION & MOBILISATION

1 - GROUND AND INFRASTRUCTURAL WORKS

HAND OVER UPDATED HEALTH & SAFETY FILE AND RISK REGISTER TO PRINCIPLE CONTRACTOR (PC). PC TO ENSURE ALL SITE WORK CARRIED OUT IN LINE WITH CDM REGULATIONS TO STANDARD DETAILED BY PRINCIPAL DESIGNER (PD) AT PLANNING AND TENDER/BUILDING CONTROL PHASES OF DESIGN. HOARDING ERECTED AROUND SITE IN ACCORDANCE WITH BS8000-0: 2014) TO PREVENT UNAUTHORISED ACCESS WITHIN 3.6M OF ROADS (BR 0.13.1[2]) TO PROTECT WORKS AND SECURE UNOCCUPIED/INCOMPLETE BUILDINGS. SITE SURVEYS & INVESTIGATIONS OF EXISTING GROUND, BELOW GROUND AND RIVER ENVIRONMENT CONDITIONS AS SET OUT ON PLANNING SHEET IN-LINE WITH PLANNING ADVICE NOTES (PAN) 33: DEVELOPMENT OF CONTAMINATED LAND; 51 - PLANNING, ENVIRONMENTAL PROTECTION AND REGULATION; AND 1/2010 STRATEGIC ENVIRONMENTAL ASSESSMENT OF DEVELOPMENT PLANS. GEOTECHNICAL SURVEY (TO BS EN 1997-2: 2007) AND INVASIVE SOIL CONTAMINATION INSPECTIONS (TO BS5930: 2015) TO BE RIGOROUSLY TESTED PRIOR TO COMMENCEMENT OF SITE WORKS TO REDUCE RISK TO CONSTRUCTION WORKERS OF EXPOSURE TO CONTAMINANTS, GROUND GASES OR STRIKING EXISTING INFRASTRUCTURE AND MINIMISE FINANCIAL COSTS OF DELAYS AND ERRORS. PRE-GROUND-BREAKING AUDIT OF DEVELOPMENT SITE FOR VIABILITIES, RECORDING QUANTITIES AND CONDITIONS OF ANY MATERIALS EXISTING WHICH CAN BE RE-USED. INTENDED DEVELOPMENT TO BE PUBLICISED IN CONJUNCTION WITH PLANNING APPLICATION VIA GCC TO RAISE AWARENESS OF WORKS BY NOTIFYING COMMUNITY OF PROPOSAL WITH PARTICULAR REGARD TO LOCAL SCHOOL AND NURSERY GROUPS DUE TO INCREASED ROAD SAFETY RISK OF CONSTRUCTION TRAFFIC AND HEAVY PLANT PASSING THROUGH GOVAN NEAR SCHOOLS AND HOUSING. PUBLICISED BY NEWSLETTERS AND ADVERTISEMENTS IN LOCAL NEWS AND POSTERS AND SAFETY SIGNS ON MAIN ROUTES AND ON HOARDING SURROUNDING SITE. STRATEGIC TRANSPORT APPRAISAL GUIDELINES (STAG APPRAISAL) REQUIRED AT PLANNING STAGE TO ASSESS HOW BEST KEEP LOCAL COMMUNITY SAFE DURING CONSTRUCTION. PC TO ENSURE ALL SITE TRAFFIC AND PLANT OPERATORS ARE FULLY TRAINED AND ADHERE TO OPERATIONAL PROCURES AND STICK TO DESIGNATED ROUTES TO AND FROM SITE. CLEAR SITE INCLUDING RE-HOUSING TRAVELLING COMMUNITY IN WIDER MASTERPLAN OR ON EAST PART OF SITE TEMPORARILY UNTIL PROPOSED HOUSING DEVELOPMENT IS CONSTRUCTED (FOLLOWING PHASE AFTER CONSTRUCTION OF CONCERT HALL). EXISTING WATERFRONT FOOTPATH TO BE TEMPORARILY REROUTED FOR DURATION OF CONSTRUCTION. BR 0.14: CLEARING OF FOOTPATHS - REGULATION 14: TEMPORARY FOOTPATH TO BE REGULARLY CLEANED, CONTINUALLY MAINTAINED TO ENSURE IT IS LEVEL, ACCESSIBLE, ADEQUATELY DRAINED, LIT AND KEPT FREE OF SITE DEBRIS BY THE PC IN-LINE WITH GCC’S STANDARDS.

MANUFACTURE BUILDING SYSTEMS AND CONSTRUCT BUILDING. PD TO SUPPLY PC WITH ALL RELEVANT DETAILED DRAWINGS TO ENABLE PC TO CONTRACT AND SCHEDULE SUBCONTRACTORS AND PREFERRED SUPPLIERS IN ADVANCE OF COMMENCEMENT AND PLAN AS FAR AHEAD AS POSSIBLE TO ACCOMMODATE FOR RESEARCH AND DEVELOPMENT. PD & PC TO STRATEGISE APPROACH FOR FOLLOWING BREEAM STANDARDS FOR IMPROVED SUSTAINABILITY PERFORMANCE AT OUTSET OF THIS STAGE. MANUFACTURERS TO BEGIN PROTOTYPING AND DEVELOPING BESPOKE AND/OR MODULAR ELEMENTS OFF-SITE INCLUDING STEEL SUPERSTRUCTURE, AUDITORIUM SEATING STRUCTURE AND GLAZING UNITS TO ALLOW FOR SEAMLESS INTEGRATION WITH ON-SITE PHASES AND STRUCTURAL/FACADE/GRIDS DIMENSIONS AND SETTING OUT. BENEFITS OF OFF SITE MANUFACTURE ARE GREATER CONTROL OVER QUALITY AND REDUCTION IN WASTED MATERIALS ALTHOUGH PROCESS REDUCES SCOPE FOR CLIENT CHANGES MUCH SOONER THAN USUAL DUE TO LEAD TIMES. CONTROL DEVICES TO BE EMPLOYED AS NECESSARY UPON HEALTH & SAFETY CONSULTANT AND PC’S ADVICE SUCH AS GROUND WATER EFFLUENT CHANNELS, DITCHES, FENCES AND TEMPORARY RETAINING/GROUND STRENGTHENING AND CONSOLIDATION WORKS. CREATE TEMPORARY SITE OFFICE AND SITE WORKS SPACES WITH ADEQUATE PROVISION OF WELFARE AND FIRST AID FACILITIES INCLUDING MATERIAL AND PLANT STORES, STAFF PARKING, ACCESS ROUTES FOR HEAVY PLANT, STORAGE FOR MATERIALS AND PLANT AS PER HSE’S HSG150 (2006) SECTION 2 AND CSI59. ACCESS ROUTES AND OTHER AREAS OF HEAVY MACHINERY ON SITE TO BE ADEQUATELY PREPARED TO WITHSTAND BEARING CAPACITIES REQUIRED BY PLANT. INSTALL FLOOD PREVENTION BARRIERS, CAISSON AND WATERFRONT PILING/RETAINING WALLS TO PREVENT WATER INGRESS DURING CONSTRUCTION DESIGNED AND INSTALLED AS PER RECOMMENDATIONS OF BS EN 1993-3: 2006. WATER BASIN DRAINED TO ALLOW SAFE ACCESS FOR EXCAVATION AND FILLING WORKS (TO BS 8000-1: 1989) AND CONSTRUCTION OF FOUNDATIONS, STRUCTURE AND BASEMENT/GROUND LEVEL WORKS AT WATERS’ EDGE IN FOLLOWING PHASE. GREYWATER RECYCLING AND GSHP INSTALLED ALONG WITH SEWAGE AND INFRASTRUCTURE TO BE CONNECTED TO EXISTING NETWORKS (DRAINAGE AND ABOVE GROUND WORKS TO BS 8000-13: 1989; BS 8000-14: 1989 FOR SUBTERRANEAN). ALL CONSTRUCTION WORK TO BE CARRIED OUT WITH RESPECT TO NOISE LEVELS AND DISTURBANCES TO NEIGHBOURS WITH REGARDS TO PAN 1/2011: PLANNING AND NOISE ALL MATERIALS TO BE INSTALLED TO CORRECT STANDARD AND AS INSTRUCTED BY MANUFACTURERS BY CERTIFIED SUB-CONTRACTORS AS SET OUT IN SCHEDULE 5 OF THE BUILDING (SCOTLAND) REGULATIONS 2004 AND BR 8: DURABILITY, WORKMANSHIP AND FITNESS OF MATERIALS AND TO COMPLY WITH EU DIRECTIVE 305/2011/EU CONSTRUCTION PRODUCTS REGULATION (CPR). JETTIES ARE EMPLOYED TO MOORE BARGES DELIVERING TRUSSES AND HEAVY MACHINERY TO SITE TO REDUCE Co2 EMISSIONS AND ROAD TRAFFIC IMPACTS OF ARRIVING BY LAND. JETTIES ARE ALSO PROVIDED AS PART OF THE FINAL DELIVERY OF THE SCHEME TO PROMOTE WATERFRONT ACTIVITIES AUDITORIUM SHELL COMPLETED FOLLOWED BY INTERNAL FIT OUT WATERFRONT FOOTPATH ERECTED

WATER BASIN DRAINED FOUNDATION LAID AND GROUND LEVELLED FOR AUDITORIUM CONCRETE FOR VERTICAL CANTILEVERS AND AUDITORIUM CAST

STEELWORK FORMING THE SEATING HOISTED INTO PLACE BY TOWER CRANE AND ASSEMBLED BY STEEL ERECTION WORKERS. REMOVING RUST AND GREASE FROM STEEL SURFACES AND ROUGHENING THESE ARE THE MAIN TASKS OF SURFACE PREPARATION. SAND BLASTING WOULD BE THE BEST METHOD BUT IS OFTEN NOT AVAILABLE. WIRE BRUSHING (BY POWER TOOL OR MANUALLY), SCRAPERS AND HAMMERS ARE THE ALTERNATIVES. SCALE, RUST AND FOREIGN OBJECTS ARE TO BE COMPLETELY REMOVED. AFTER PREPARATION, THE SURFACE SHOULD HAVE A LIGHT METALLIC SHINE. THE FIRST COAT OF PRIMER MUST FOLLOW IMMEDIATELY WITHIN THE SAME DAY (TATA STEEL).

1. EXISTING FOOTPATH AND CONSTRUCTION WORKERS’ PEDESTRIAN ACCESS ROUTES PASS CLOSE TO ONE ANOTHER AND RISK THE UNAUTHORISED/ACCIDENTAL ACCESS ONTO SITE BY MEMBERS OF THE PUBLIC. SECURITY TEAM TO BE BRIEFED AT PROJECT OUTSET TO PREVENT UNAUTHORISED ACCESS. CONTROLLED ACCESS GATE AND SIGN-IN PROCEDURE FOR SITE STAFF AND AUTHORISED VISITORS ALONG WITH MANDATORY PPE (HARD HAT, STEEL TOE-CAPPED BOOTS AND HIGH VISIBILITY CLOTHING) TO BE WORN ON SITE AT ALL TIMES TO HELP IDENTIFY AUTHORISED PERSONNEL. PUBLIC PATHS TO BE CLEARLY DELINEATED AND OBVIOUSLY MARKED BY ADEQUATE SIGNAGE AS PER HEALTH & SAFETY (SIGNS AND SIGNALS) REGULATIONS 1996.

FORM 10 TO BE SUBMITTED TO HEALTH & SAFETY EXECUTIVE (HSE) AS CONSTRUCTION WORK WILL LAST LONGER THAN 30 DAYS. CONSTRUCTED FIRST DUE TO COMPLEXITY AND SCALE AS IT REQUIRES ACCESS FOR LARGER PLANT AND SPACE FOR TEMPORARY MATERIAL STORES. ANY ASSOCIATED ON-SITE WORKSHOPS AND FABRICATION UNITS REQUIRE MORE SPACE ON SITE SUCH AS THE FABRICATION AND ASSEMBLY OF THE STEEL SUPERSTRUCTURE. FOUNDATIONS OF PERFORMERS’ WING AND COURTYARD BLOCKS TO BE LAID (IN ACCORDANCE WITH BS8004: 2015) TO PROVIDE STABLE BASIS WITH ADEQUATE GROUNDBEARING CAPACITY FOR HEAVY PLANT OR MATERIALS TO BE STORED AND TO BEAR THE LOAD OF EXPANDING SITE WELFARE FACILITIES AS MORE CONSTRUCTION STAFF ARRIVE TO BEGIN THEIR SCHEDULED WORK. AUDITORIUM FOOTPRINT FILLED, LEVELLED (IN ACCORDANCE WITH BS 8000-9: 2003) AND PREPARED FOR FOLLOWING PHASE. TIMESCALES: FOUNDATIONS SHOULD BE LAID BEFORE THE WINTER CONSTRUCTION SHUT DOWN FOR THE AUDITORIUM STRUCTURE TO BE CONSTRUCTED EARLY IN THE NEW YEAR. IT CAN THEN BE PROOFED AND SEALED IN TIME FOR THE FOLLOWING WINTER, TO ALLOW FOR FIT-OUT DURING THE WINTER MONTHS. 2x TOWER CRANES ERECTED ON STAIR CORES’ FOUNDATIONS (TO BS EN 1993-6: 2007), TO HOIST STEELWORK FOR AUDITORIUM SEATING LIFTED INTO PLACE PRIOR TO SUPERSTRUCTURE AND LIFT MATERIALS AND EQUIPMENT WITHIN EXTERNAL WALLS OF AUDITORIUM SHELL IN AND OUT. ARC OF CRANE SWING NEEDS TO BE MAPPED OUT, SIGNPOSTED AND DEMARCATED FOR SAFETY. ONE CRANE TO HOLD CROWN IN PLACE WHILE STEEL FITTERS CONNECT UP SUPERSTRUCTURAL ELEMENTS. CONCRETE FOR VERTICAL CANTILEVERS AND AUDITORIUM CAST IN ACCORDANCE WITH BS 8000-2-2: 1990 UTILISING SLIP AND POUR RIGS FOLLOWED BY CONCRETE FORMWORK TO BE RE-USED ENABLED BY REPETITIVE/CONSISTENT RADII AND COORDINATED FOR SPEED AND TO REDUCE WASTE. BS 8000-2-1: 1990 TO BE FOLLOWED FOR CORRECT CONCRETE MIXING AND TRANSPORTATION GUIDES WITH APPROPRIATE SLUMP TESTS CARRIED OUT ON EACH BATCH AS IT ARRIVES ON SITE. EXCESS CONCRETE TO BE RETURNED TO SITE WORKS COMPOUND OR BACK TO MERCHANTS’ BASE FOR PROPER ENVIRONMENTALLY SOUND DISPOSAL.

CONSTRUCTION WORKS BACK INLAND FROM WATERFRONT AND AUDITORIUM BLOCK, CONSTRUCTING UPPER LEVEL OF WATERFRONT FOOTPATH AND COURTYARD WITH BOX OFFICE CONSTRUCTED BELOW. FACADE ASSEMBLED AND BUILDING PROOFED AGAINST EXTERNAL ENVIRONMENTAL ELEMENTS IN COMPLIANCE WITH BS8000-4: 1989 READY FOR FIT-OUT. ROOF OF AUDITORIUM CONSTRUCTED FROM PRE-CAST CONCRETE TO FIT UNIQUE ROOF SHAPE AND MANUFACTURED OFF-SITE FOR QUALITY, SPEED AND SAFER INSTALLATION (BS EN ISO 1992-1- 1: 2004). CRANES REMOVED ONCE AUDITORIUM HAS TOPPED OUT AND FACADE HAS BEEN ASSEMBLED. LOWER RISE BLOCKS UTILISE MOBILE CRANES INSTEAD OF FIXED, HEAVIER DUTY EQUIPMENT DUE TO LOW-RISE, SPREAD OUT NATURE OF THE SUBSEQUENT BLOCKS. AUDITORIUM FITTED OUT WORKING FROM CONCERT HALL OUTWARDS. FOR DETAILED SEQUENCING, SEE PHOTOGRAPHS ON TOP RIGHT OF PAGE. BS 8000-11: 2011 TO BE FOLLOWED FOR THE INSTALLATION OF WALL AND FLOOR TILING AND NATURAL STONE; BS 8000-5: 1990 FOR CARPENTRY, JOINERY AND GENERAL FIXINGS; BS 8000-12: 1989 REGARDING DECORATIVE WALL COVERINGS AND PAINTING (IN PARTICULAR THE RENDERED ‘STUCCO’ EFFECT DEFLECTING WALLS AND CEILINGS IN AUDITORIUM) AND BS 8000-16: 1997+A1: 2010 FOR SEALING JOINTS. MONITORING OF CONSTRUCTION AND IN-USE NOISE VOLUMES ACTIVELY OCCURS THROUGHOUT PROCESS MINDFUL OF SENSITIVE NEIGHBOURING RESIDENTIAL AREAS. AIR, RIVER AND GROUND TO BE ACTIVELY MONITORED FOR POLLUTION LEVELS BY PC TO REPORT TO PD, GCC AND SEPA AS SITE IS IN A ‘POTENTIALLY VULNERABLE AREA’ (PVA) REGARDING THE NATURAL ENVIRONMENT AND TO MEET THE CRITERIA SET BY AIR QUALITY (SCOTLAND) REGULATIONS 2000. AUDITORIUM TO BE FITTED OUT WITH ALL ELECTRICAL WIRING, M&E SYSTEMS, LIGHTING FIXTURES, PLUMBING AND APPLIANCES, FIRE SAFETY SYSTEMS, INTERNAL WALLS, DOORS, IRONMONGERY AND FINISHES.

COURTYARD BLOCKS CONSTRUCTED

RESIDENTIAL WING CONSTRUCTED

12 ! 11 !

6C - GROUNDWORK OF GARDENS & LANDSCAPING WORKS LAST AFTER REMOVAL OF HEAVY PLANT, MATERIALS AND DELIVERY WAGONS PRACTICAL COMPLETION CERTIFICATE INCLUDING DEFECTS LIST ASSET INFORMATION. BUILDING CONTROL OFFICERS TO VERIFY SCHEME. RESOLVE SITE QUERIES AS REQUIRED. UNDERTAKE COMMISSIONING OF BUILDING. BUILDING MANUAL INCLUDING HEALTH AND SAFETY FILE, FIRE SAFETY INFORMATION, UPDATED RISK REGISTER AND M&E SYSTEMS PROTOCOLS AND OPERATIONAL PROCEDURES TO BE SUPPLIED TO CLIENT UPON HANDOVER. POST-OCCUPANCY EVALUATIONS CARRIED OUT BY PD TO SOLVE ANY OUTSTANDING SNAGGING ISSUES AND AS FINAL PART OF PROJECT REVIEW AS PER QA PROCEDURES.

PRODUCED BY AN AUTODESK STUDENT VERSION

6B - INTERNAL FIT-OUTS + RIGOROUS TESTING BEFORE HAND OVER MONITOR PROGRESS AGAINST CONSTRUCTION PROGRAMME & CONTINUE TO INSPECT CONSTRUCTION QUALITY AT REGULAR INTERVALS. PC HAS BEEN RESPONSIBLE THROUGHOUT FOR REMAINING ON BUDGET AND ON SCHEDULE WHILE REPORTING ANY ERRORS, FAILURES OR ISSUES TO PD. PD TO SIGN-OFF SCHEME ON SATISFACTORY COMPLETION OF ALL SCHEDULED WORK STAGES AND PREPARE FINAL BUILDING MANUAL WITH ALL HEALTH & SAFETY INFORMATION AND UPDATED RISK REGISTER.

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JETTIES ARE EMPLOYED TO MOORE BARGES DELIVERING TRUSSES AND HEAVY MACHINERY TO SITE TO REDUCE Co2 EMISSIONS AND ROAD TRAFFIC IMPACTS OF ARRIVING BY LAND. THEY ARE ALSO PROVIDED AS PART OF THE FINAL SCHEME TO PROMOTE WATERFRONT ACTIVITIES; AS SUSTAINABLE TRANSPORT INFRASTRUCTURE ‘FROM CITY TO SEAT’; LINK THE HISTORIC BOROUGHS OF PARTICK AND GOVAN; AND TO ALLOW PIPERS TO COMMUTE BETWEEN THE SCHEME AND WORLD CHAMPIONSHIP EVENTS TRADITIONALLY HELD AT GLASGOW GREEN. JETTIES TO BE DESIGNED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH HSE GUIDANCE: L155 DANGEROUS GOODS IN HARBOUR AREAS REGULATIONS 2016, APPROVED CODE OF PRACTICE AND GUIDANCE, HSE, 2016 AND L148 SAFETY IN DOCKS: APPROVED CODE OF PRACTICE AND GUIDANCE, HSE, 2014 IN COMPLIANCE WITH HEALTH AND SAFETY AT WORK ACT 1974. COMPLIANCE WITH CODES OF PRACTICE BS 6349-1-1:2013, BS 6349-1-2:2016+A1:2017, BS 6349-1-3:2012, BS 6349-1-4:2013 AND BS 6349-2: 2019 WITH REGARDS TO GEOTECHNICAL DESIGNS, QUAY WALLS, JETTIES AND MATERIALS IN MARITIME WORKS; BS 6349-4: 2014 FOR DESIGN OF FENDERING AND MOORING SYSTEMS; BS 6349-5: 2016 FOR DREDGING AND LAND RECLAMATION; AND BS 6349-8: 2007 FOR WALKWAYS.

KEY PHASING SECTION PHASE 1 PHASE 2 PHASE 3A

PHASE 4

PHASE 5

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1 KEY SITE MOBILISATION PLAN COLUMNS

EXTENT OF CAISSON TO ALLOW FOR SAFE WORKING BELOW WATER LINE MATERIAL STORAGE SITE BOUNDARY FENCE FLOOD BARRIER (TO BE DISCUSSED WITH CIVIL/ STRUCTURAL ENGINEER, GLASGOW PORT AUTHORIY AND SEPA FOOTPATH DIVERSION ROUTE SEGREGATED FROM SITE TRAFFIC AUTHORISED PEDESTRIAN STAFF ACCESS SEPARATE FROM VEHICLE ENTRANCE FOR SAFETY CONSTRUCTION VEHICLE ROAD WITH ONE WAY SYSTEM SITE AND WELFARE OFFICES EMERGENCY ASSEMBLY LOCATION

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PRODUCED BY AN AUTODESK STUDENT VERSION

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12. INCREASED SUSCEPTIBILITY TO SERIOUS OR FATAL INJURY WHEN WORKING AT HEIGHT WORKERS TO FOLLOW THE WORK AT HEIGHT REGULATIONS 2005 TO BE TRAINED IN CORRECT OPERATING PROCEDURE OF SAFETY EQUIPMENT (LANYARD AND HARNESS) WHILE RESPONSIBLE FOR THEIR OWN AND THEIR BUDDY’S SAFETY (WORKERS TO OPERATE IN UNITS). COLLECTIVE OWNERSHIP SAFETY ENSURES THERE IS ALWAYS FireOF AlarmTHEIR Fire Extingisher Call Point Inside SOMEONE WORKING AND ANOTHER TEAM MEMBER SUPERVISING. EDGE RESTRAINTS ARE PROVIDED ON PARAPETS WITH GUARD RAILS MIN. 1100mm Fire Evacuation Horn HIGH DURING BUILDING USE, WITH TEMPORARY GUARDRAILS AND TOE BOARDS AS PER FIGURE 10 IN HSG150, WITH NETS AT BUILDING EDGE TO CATCH FALLING PERSON OR DEBRIS Fire Buckets

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PRODUCED BY AN AUTODESK STUDENT VERSION

TO GENERATE REVENUE AND PROVIDE ON-SITE WORKSHOP AND ENERGY GENERATION (FROM PLANT ROOM BENEATH CAFE) FOR REMAINING WORK PHASES. BOTH BUILDINGS FURTHER SHIELD SURROUNDING PROPERTIES FROM DUST/NOISE/VIBRATIONS OF REMAINING PHASES. DUST, NOISE AND VIBRATION LEVELS TO BE ACTIVELY MONITORED BY PC AND ADPTATIONS MADE TO WORKING PROCEDURES IF FOUND TO BE IN VIOLATION OF ACCEPTABLE LIMITS. EXTERNAL BUILDING WORK TO BE RESTRICTED TO SOCIALLY ACCEPTABLE HOURS OF BETWEEN 08:00-18:00 ON WEEKDAYS AND 08:00-14:00 ON SATURDAYS MEANWHILE USE: SEPARATE PLANNING APPLICATION FOR CONVERTING CERTAIN SPACES TO CHARITY/COMMUNITY SPACES AND FOOD OUTLETS DURING CONSTRUCTION AS PART OF STRATEGY TO MEET GLASGOW CDPs FOR SUSTAINABLE + ECONOMIC LOCAL GROWTH. WORKSHOP UTILISED AS SITE WORKSHOP FOR FABRICATING AND REPAIRING ANY ELEMENTS AS SCHEME MOVES FORWARD. COMMUNITY ENERGY CENTRE SYSTEMS THOROUGHLY TESTED AND AGREED MILESTONES MET BY PC AND SIGNED-OFF UPON SATISFACTORY COMPLETION BY PD COURTYARD AND HOTEL BLOCKS UTILISE A SINGLE MASONRY CONSTRUCTION AND BRICK CLADDING METHOD TO MAINTAIN CONSISTENCY AND UNIFY SCHEME AESTHETICALLY REMINISCENT OF WATER ROW HOUSES ORIGINALLY STOOD ON-SITE TO COMPLY WITH PLANNING CONDITIONS OF BUILDING IN CONSERVATION AREA AND TO PREVENT HEIGHTS DOMINATING LISTED BUILDINGS. THIS ALSO SIMPLIFIES CONSTRUCTION PROCESS WITH ONLY 1 TRADE REQUIRED ON-SITE REDUCING COST AND RISKS ASSOCIATED WITH OVERCROWDING AND TOO MUCH PLANT ON-SITE AND THE INEVITABILITY OF DELAYS IMPACTING ON CONSTRUCTION COSTS IF ONE TRADE DOESN’T FINISH BEFORE THE OTHER IS DUE TO START WHILE ALSO REDUCING COSTS WITH BULK BUYING AND MANUFACTURING OF MATERIALS. BS 8000-3: 2001 TO BE FOLLOWED FOR MASONRY ELEMENTS, BS 8000-7: 1990 FOR GLAZING AND BS 8000-8: 1994 FOR PLASTERBOARD PARTITIONS AND DRY LININGS

6A - HOTEL WING AND HOUSING ASSOCIATION RESIDENTIAL BLOCKS SCHEDULED LAST/AS FIRST PART OF NEXT PHASE OF WIDER MASTERPLAN TO ELIMINATE ANY DISTURBANCE TO NEW RESIDENTS THAT MAY OCCUR IF THE GIP WAS SEQUENCED AFTER RESIDENTIAL BLOCKS. EDUCATION BLOCK CAN BE UTILISED AS TEMPORARY CHANGING FACILITIES FOR VISITING PERFORMERS UNTIL THIS PHASE IS COMPLETED TO ENABLE BUILDING TO OPEN TO BEGIN GENERATING INCOME AND JOBS BEFORE SCHEME IS OFFICIALLY COMPLETED. TEMPORARY SITE OFFICES MOVED TO CAR PARK AREA TO COMPLETE THIS PHASE. TEMPORARY JETTY REMOVED AND FINAL, PERMANENT FIXTURES INSTALLED AS PER BS 6349-1-4:2013.

11. EXTENT OF NEW BUILD ON RECLAIMED LAND FROM RIVER MAY REDUCE AREAS RESILIENCE TO FLOODING. FLOOD RISK AND GROUNDWATER CONDITIONS ASSESSED AND STRATEGIES DEVELOPED AT PLANNING STAGE (RELEVANT POLICY, GUIDANCE, AUTHORITIES AND ADVICE ADHERED TO/SOUGHT AS DETAILED ON PLANNING SHEET). INSTALLATION OF NEW PILED WATERFRONT WALKWAY TO ACT AS DAMN DURING CONSTRUCTION IN ACCORDANCE WITH CDM REGULATION 22 AND HEALTH & SAFETY IN CONSTRUCTION HSG150: 2006 CLAUSES 516-19 & 521 WITH TEMPORARY BARRIERS TO PREVENT FALLS. ‘MOAT’ CAISSON SURROUNDING AUDITORIUM EMPLOYED AS COMPENSATORY STORAGE IS NEW, EXCAVATED STORAGE VOLUME EQUIVALENT TO FLOOD STORAGE WHICH IS LOST BY BUILDING, FILLING OR GRADING WITHIN THE FLOOD PLAIN AS PART OF GCC CDP 8. INSTALLED DURING CONSTRUCTION IN ACCORDANCE WITH CDM REGULATION 23 TO ALLOW FOR CONSTRUCTION BELOW WATER LEVEL WITH PUMP TO REMOVE WATER IN EVENT OF GROUNDWATER, RAINWATER OR RIVER FLOODING, TO KEEP WORKERS IN AUDITORIUM AND PLANT SPACES SAFE. SUITABLE ESCAPE TO BE PROVIDED TO ALLOW FOR SAFE EVACUATION IN EVENT OF BREACH. PUMP TO BE INSTALLED DURING CONSTRUCTION PROCESS TO REMOVE EXCESS WATER BUILD UP FROM RAINWATER OR FLOODING DESIGNED IN ACCORDANCE WITH M&E CONSULTANT INFORMATION AND IN LIAISON WITH GCC BUILDING CONTROL OFFICERS, CLYDE PORT AUTHORITY, SEPA, PRINCIPAL CONTRACTOR AND HEALTH & SAFETY EXECUTIVE. CAISSON TO BE INSPECTED AT START AND END OF EACH SHIFT BY SUITABLY QUALIFIED PERSON AS PER CLAUSE 23.2

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7. RISK OF INJURY DUE TO FALLING OBJECTS AND DEBRIS FROM HIGH LEVEL WORKS OR CRANE OVERHEAD. CRANE SWING PATHS TO BE MAPPED OUT PRIOR TO COMMENCEMENT OF WORKS, WITH ADEQUATE CLEAR SIGNAGE AROUND SITE. ADVERSE WEATHER PROTOCOLS TO BE DEVISED AND IMPLEMENTED WHEN BAD WEATHER FORECAST (TO BE ACTIVELY MONITORED BY PC AND ALL SUB-CONTRACTORS REQUIRED TO WORK WITH HIGH LEVEL MACHINERY) TO REDUCE RISK OF CRANE DROPPING LOADS OR CRANE OPERATIVE HAVING DIFFICULTY ACCESSING OR RETURNING FROM CRANE CAB. CORRECT LIFTING PROCEDURES TO BE FOLLOWED (HSG150; 332). ALL PLANT, MACHINERY AND EQUIPMENT TO UNDERGO REGULAR INSPECTIONS AND STAFF SUBJECTED TO RANDOM DRUG AND ALCOHOL TESTS TO ENSURE ALL ARE FIT TO WORK. STAFF TO BE ENCOURAGED TO BUY INTO SAFE WORKING METHODS AND CREATE A POSITIVE WORKING ENVIRONMENT WHICH PROMOTES COLLECTIVE OWNERSHIP OVER TOOLS AND INDIVIDUAL WORKING ENVIRONMENTS WITH SUBCONTRACTORS BUYING INTO PHILOSOPHY/TRAINING

10. ERECTION, USE AND DISMANTLING OF CRANE. ALL 3 STAGES POSE RISKS TO OPERATIVES AND WORKERS AS WELL AS SURROUNDING PROPERTIES IN VICINITY OF CRANE’S REACH SHOULD IT COLLAPSE CRANE TO BE INSTALLED, OPERATED AND REMOVED IN GOOD WEATHER AS ESTABLISHED BY WEATHER PROTOCOLS ABOVE WHICH DEFINE SAFE OPERATING CONDITIONS. SITE TO BE CLEAR OF ANY WORKERS WHEN CRANE IS TO BE DISMANTLED, WITH ONLY QUALIFIED PERSONNEL TO OPERATE MACHINERY. CRANE TO BE ERECTED ON TOP OF FOUNDATIONS TO CIVIL ENGINEERS’ DESIGN IN ACCORDANCE WITH BS EN 1993-6: 2007 TO ENSURE LEVEL, STRONG GROUND CONDITION AND PREVENT COLLAPSE OF FOOTINGS.

11. INSTALLATION OF DEFLECTOR INVOLVES WORKING AT HEIGHT. WORK TO BE CARRIED OUT BY ERECTING APPROPRIATE SCAFFOLDING OR BY WAY OF MOBILE ELEVATED WORKING PLATFORMS (MEWP) FROM WITHIN THE AUDITORIUM

+30.260m

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6. HIGH VOLUMES OF SITE TRAFFIC (STAFF AND DELIVERIES) ALONGSIDE MULTIPLE TRADES ON SITE MAY CAUSE CLASHES, SHORTAGES IN SUPPLIES AND AVAILABILITY OF EQUIPMENT AND WELFARE FACILITIES AND PRESENTS ELEVATED RISK OF INJURY TO CONSTRUCTION WORKERS AS A PRODUCT OF OVERCROWDING OR CONFUSION, OR INJURY RESULTING FROM VEHICLE CRASHES OR TIP-OVERS DUE TO UNEVEN AND POORLY INSTALLED OR MAINTAINED SURFACE OR BEARING-CAPACITY OF GROUND. WORKS TO BE SCHEDULED BY PC AND SUB-CONTRACTORS SO AS TO MINIMISE LIKELIHOOD OF CLASHES BETWEEN VARIOUS TRADES ON SITE. ONE-WAY SYSTEM FOR SITE TRAFFIC AND CLEARLY MARKED ROADS AND PATHS REDUCE RISK OF INJURY FROM COLLISIONS WITH VEHICLES. VEHICLE TRACKING EXPERTS TO ADVISE ON VEHICULAR PATHWAYS TO ENSURE ADEQUATE TURNING SPACE AND CORNERING ANGLES TO PREVENT COLLISIONS WITH OTHER VEHICLES OR BUILDINGS. SITE PATHS TO BE ADEQUATELY MAINTAINED AFTER BEING CONSTRUCTED TO CIVIL ENGINEERS’ DESIGN. PC TO ENSURE SITE REMAINS CLEAN AND TIDY TO REDUCE SLIP, TRIP AND FALL HAZARDS. CONSTRUCTION STAFF TO WEAR TOOL BELTS AND LANYARDS FOR SECURE AND SAFE STORAGE & TRANSPORTATION OF TOOLS AND EQUIPMENT SERVICEABILITY.

9. HEALTH HAZARD OF WELDING OR WORKING WITH HOT VAPOURS AND GASES IN CONFINED ENVIRONMENTS WITH RISKS TO SHORT- AND LONG-TERM RESPIRATORY AND OTHER PHYSICAL IMPAIRMENTS OR INJURIES ALL WELDING WORK TO THE STRUCTURAL STEEL OF THE AUDITORIUM ROOF AND SEATING TO BE CARRIED OUT IN OPEN AIR BEFORE ROOF IS ASSEMBLED TO PREVENT BUILD UP OF DANGEROUS GASES. APPROPRIATE PPE (VISORS/GOGGLES AND MASKS WITH RESPIRATORS) TO BE WORN AT ALL TIMES

STEEL ROOF STRUCTURE AND DECK ERECTED AS BUILDING TOPS OUT. TOWER CRANES CAN BE DISMANTLED AND STAIR CORES CONSTRUCTED IN THEIR PLACE.

+35.790m

8. STRUCTURAL COLLAPSE: RISK OF SERIOUS INJURY, FATALITY OR DROWNING (IF COLLAPSE OF CAISSON AND RETAINING WALLS) OR CATASTROPHIC DESTRUCTION OF STRUCTURE WITH ASSOCIATED FINANCIAL AND ENVIRONMENTAL RAMIFICATIONS REGARDING TO STRUCTURAL AND PROPERTY DAMAGE AND REPAIR COSTS, AND ENVIRONMENTAL POLLUTION AND DESTRUCTION OF RIVER AND SURROUNDING HABITAT ALL GROUND AND WATERS’ EDGE WORK TO BE CARRIED OUT IN COMPLIANCE WITH CIVIL & STRUCTURAL ENGINEERS’ DESIGN AND TO BS EN 1992-3: 2006 WITH INSPECTIONS CARRIED OUT BY PC AT BEGINNING AND END OF SHIFTS

4 - WORKSHOP AND CAFE WINGS

PRE-CAST CONCRETE FORMWORK SUPPORTING BESPOKE ROOF SHAPES ARE LAID IN PLACE IN COORDINATION BETWEEN CRANE AND CONSTRUCTION STAFF GUIDING AND FITTING SLABS IN PLACE. STRUCTURE NOW FULLY SELF SUPPORTING AND TEMPORARY SUPPORTS CAN BE DISMANTLED TO ALLOW FOR INTERNAL FIT-OUT

3. ENVIRONMENTAL IMPACTS (INCLUDING NOISE POLLUTION) COULD HARM NEIGHBOURING RESIDENTS’ HEALTH (PHYSICAL AND PSYCHOLOGICAL WELLBEING FROM DISTURBANCES) AND LISTED BUILDINGS FROM DAMAGE OCCURRING FROM DUST AND VIBRATION. ACCEPTABLE LEVELS IDENTIFIED DURING ENVIRONMENTAL IMPACT ASSESSMENT (PAN 1/2013). ACTIVE TESTING OF GROUND AND WATER CONTAMINATION AND MONITORING OF POLLUTION, NOISE, VIBRATION AND DUST SUPPRESSION LEVELS THROUGHOUT DEVELOPMENT PERIOD. MONITORING OF CONSTRUCTION STAGES IS CONTRACTORS’ RESPONSIBILITY DURING CONSTRUCTION PHASE, OVERSEEN AND MILESTONE POINTS AND END-OF-STAGE SIGN OFFS BY ARCHITECT AND OTHER DESIGN TEAM MEMBERS. WORK TO BE CARRIED OUT AT DESIGNATED AREAS OF SITE SHIELDING NEIGHBOURS FROM NOISE) AND WORK RESTRICTED TO ACCEPTABLE HOURS AS PER GCC POLICY AND NOISE POLLUTION ACT 1974. DUST LEVELS TO BE ACTIVELY CONTROLLED ON DRY, DUSTY DAYS TO REDUCE AIR POLLUTION AND RISK OF DAMAGE TO BUILT HERITAGE BY UTILISING LIGHT WATER MIST SPRAY MEASURES.

5. RISK OF SHORE-SIDE CRANE TIPPING INTO WATER CAUSING SERIOUS INJURY, FATAL DROWNING OR CONTAMINATION OF RIVER WITH FURTHER RISK POSED TO ANY RESCUE EFFORTS/WORKERS WITH IMPROPER USE OR UNDER-SPECIFICATION OF LIFTING EQUIPMENT. GLASGOW PORT AUTHORITY, HEALTH & SAFETY EXECUTIVE AND SEPA TO BE CONTACTED TO ADVISE ON BEST PRACTICE FOR TEMPORARY DOCK AND UNLOADING FACILITIES. PC TO SOURCE ADEQUATE HEAVY LIFTING DEVICES (MOBILE CRANES) OPERATED BY QUALIFIED PERSONNEL. ALL CONSTRUCTION STAFF OPERATING IN VICINITY OF WATER TO BE ADEQUATELY TRAINED IN RISK MANAGEMENT AND EMERGENCY RESCUE PROCEDURES. FLOTATION DEVICES AND EMERGENCY SERVICE CALL POINTS TO BE LOCATED ALONG WATERFRONT THROUGHOUT DURATION OF CONSTRUCTION AND IN-USE PHASES.

3 - WATERFRONT FOOTPATH ERECTED & AUDITORIUM FIT-OUT

TOWER CRANE 1 HOLDS CENTRAL CROWN AT CORRECT ELEVATION WHILE ALL TRUSSES, RAFTERS AND PURLINS ARE COORDINATED AND ASSEMBLED IN PLACE BY STEEL STRUCTURE SPECIALISTS. SNUG TIGHTENED, HOT-DIP GALVANISED GRADE 4.6 BOLTS ARE RECOMMENDED FOR STEEL TRUSSES. AS THE HOLES ARE GENERALLY DRILLED 2mm LARGER THAN THE BOLT SHAFT, A SLIP OF 1mm IN EACH JOINT WILL OCCUR RESULTING IN CONSIDERABLE DEFLECTION OF THE TRUSS. CAMBER OF ABOUT 1/150 OF THE SPAN IS APPLIED TO MAKE SURE THAT THE LOWER CHORD HAS A NEAT APPEARANCE WITHOUT SAG (TATA STEEL).

2. INCREASE IN CONSTRUCTION TRAFFIC IN PROXIMITY TO RESIDENTIAL AND LISTED BUILDINGS AND ARE REQUIRED TO CROSS PEDESTRIAN FOOTPATHS TO ACCESS SITE. RISK OF SERIOUS INJURY FROM VEHICLES AND/OR DEBRIS AND MUD LEFT BY VEHICLES POSES SLIP AND TRIP HAZARDS FOOTPATHS TO BE THOROUGHLY MAINTAINED AND CHECKED ON A SCHEDULED BASIS (SUGGESTION OF 3 TIMES/DAY) BY SITE SECURITY STAFF. PC ASSUMES RESPONSIBILITY AND ACCOUNTABILITY FOR SECURITY STAFF CLOSING OFF PEARCE STREET AND WATER ROW WHEN VEHICLES ARRIVING ON SITE. PROPOSITION OF 5MPH SPEED LIMIT ON ALL VEHICLES TURNING ON/OFF MAIN GOVAN ROAD.

4. LOCAL SCHOOL AND NURSERY PUPILS AT RISK OF BEING SERIOUSLY INJURED BY UNEXPECTED HEAVY GOODS VEHICLES (HGVs PASSING THROUGH RESIDENTIAL NEIGHBOURHOODS ON ROUTE TO SITE). TRAFFIC IMPACT ASSESSMENT (TIA) AT PLANNING STAGE TO UNDERTAKE FULL RISK ASSESSMENT AND ADVISE ON BEST ROUTES, TIMES AND APPROPRIATE ADVERTISEMENTS WITHIN COMMUNITY TO RAISE AWARENESS. PRINCIPAL DESIGNER AND CONTRACTOR COULD VISIT LOCAL SCHOOLS TO BOOST INTEREST IN CONSTRUCTION INDUSTRY ROLES WHILE EDUCATING CHILDREN ON HAZARD AWARENESS AND PERCEPTION SO THEY CAN HELP THEIR PEERS WATCH OUT FOR ANY POTENTIAL DANGERS. HGV DELIVERY DRIVERS AND PLANT OPERATIVES, AS WELL AS CONSTRUCTION STAFF COMMUTING TO SITE BY CAR TO BE ADVISED UPON BEST PRACTICE REGARDING ROUTES AND RESPONSIBLE DRIVING ENROUTE TO SITE.

2 - AUDITORIUM

CENTRAL NODE SUPPORTED BY TEMPORARY STRUCTURE AND SCAFFOLDING WHILE TRUSSES ARE ASSEMBLED AND LIFTED INTO PLACE IN SECTIONS. SCAFFOLDING INSTALLED BY SCAFFOLD SPECIALIST LIAISING WITH PC THROUGHOUT TO ASSESS SCHEMES NEEDS AND RESOURCES. PAINT SYSTEM FOR STEEL PROTECTION CONSISTS OF PRIMER OR RUST INHIBITING COAT AND PROTECTIVE OR WEATHER FINISHING COAT. FOR RELATIVELY HUMID INDOOR CONDITIONS (60 TO 80 % RELATIVE HUMIDITY) AS ENCOUNTERED IN THIS ROOF TRUSS APPLICATION, 2 COATS OF 30 MIKRON (mm) OF RED OXIDE PRIMER; TAR EPOXY PAINTS, WHICH MAY BE PRIMER AND FINISHING COAT ALL IN ONE, ARE NOT USED FOR ROOF TRUSSES DUE TO THEIR ROUGH APPEARANCE. PRIMER IS APPLIED AFTER ALL FABRICATION WORK COMPLETED BUT PRIOR TO DELIVERY TO SITE. FINISHING COAT APPLIED AT SITE AFTER ERECTION WHERE DAMAGED PRIMER IS FIRST REPAIRED AND COVERAGE OF UNPRIMED SURFACES SUCH AS BOLTS AND SITE WELDS ARE COMPLETED. FOR HEAVIER TRUSSES, SITE ASSEMBLY OF INDIVIDUAL ELEMENTS IS INEVITABLE. BOLTED CONNECTIONS ARE THEN THE PREFERRED METHOD OF JOINING TRUSS MEMBERS. (TATA STEEL).

Fire Evacuation Horn

Danger Electricity

Sand

First Fire Aid Equipment Fire Buckets

Emergency Assembly Point

Fire Alarm Call Point

Fire Extingisher Inside

Fire Exit

Fire Danger ExitElectricity

Fire Evacuation Horn

Fire Exit

Fire Exit First Aid

Fire

Fire Exit

Fire Pump

Fire Buckets

Emergency Assembly Point

Fire Alarm Call Point

Fire Extingisher Inside

Fire Equipment

EXIT

Emergency Assembly Point

Fire Equipment

Fire Exit Sand Fire Exit

Fire FireExit Exit

Fire Pump

Fire Alarm

Danger Electricity

Fire Buckets

Fire Evacuation Horn Sand

Fire Extingisher

Fire Exit Fire

! Page 5

AB968: PROFESSIONAL STUDIES 5A 2020/2021 SEAN MCQUEENIE BIBLIOGRAPHY & CONSULTED SOURCES Architecture & Design Scotland Place Standards Tool Available at: https://www.placestandard.scot Architezer (2018) Architectural Details: Herzog & de Meuron’s Spectacular Elbphilharmonie https:// architizer.com/blog/inspiration/stories/architectural-details-herzog-de-meuron-elbphilharmonie/ Bidondo, A., et al. (2015) Sound Field Diffusion Coefficient: Absolute Values Available at: https:// www.researchgate.net/publication/280132872_SOUND_FIELD_DIFFUSION_COEFFICIENT_ ABSOLUTE_VALUES Building Standards Division (17.09.19) Building Standards Technical Handbook 2019: Non-Domestic Buildings Available at: https://www.gov.scot/publications/building-standards-technical-handbook2019-non-domestic/about/ British Standards Institute (2021) British Standards Online Library (BSOL) All British Standards consulted, quoted and otherwise referenced within this submission are available at: https://bsolbsigroup-com.proxy.lib.strath.ac.uk British Standards Institute (2020) ISO 9001: Quality Management Available at: https://www. bsigroup.com/en-GB/iso-9001-quality-management/ Cox & D’Antonio (2004) Acoustic Absorbers and Reflectors: Theory, design and application 2nd Ed. Taylor & Francis: London

APPENDIX I: GOVAN INSTITUTE OF PIPING Scottish Government (2008) Equally Well Available at: https://www.gov.scot/binaries/content/ documents/govscot/publications/corporate-report/2008/06/equally-well-report-ministerial-task-forcehealth-inequalities/documents/0062206-pdf/0062206-pdf/govscot%3Adocument/0062206.pdf Scottish Government (2010) Designing Streets Available at: https://www.gov.scot/binaries/content/ documents/govscot/publications/corporate-report/2010/03/designing-streets-policy-statementscotland/documents/0096540-pdf/0096540-pdf/govscot%3Adocument/0096540.pdf Scottish Government (31.08.10) Planning Advice Note 3/2010 - Community Engagement Available at: https://www.gov.scot/publications/planning-advice-note-3-2010-community-engagement/pages/1/ Scottish Government (2011) Green Infrastructure: Design and Placemaking Available at: https:// www.gov.scot/binaries/content/documents/govscot/publications/advice-and-guidance/2011/11/ g re e n - i n f r a s t r u c t u re - d e s i g n - p l a c e m a k i n g / d o c u m e n t s / 0 1 2 2 5 4 1 - p d f / 0 1 2 2 5 4 1 - p d f / govscot%3Adocument/0122541.pdf Scottish Government (01.2017) City Development Plan SG9: Historic Environment - Supplementary Guidance Available at: https://www.glasgow.gov.uk/index.aspx?articleid=20794 Scottish Government (05.12.17) Planning Advice Notice 33: Development of Contaminated Land Available at: https://www.gov.scot/publications/pan-33-development-of-contaminated-land/

The Coal Authority (2020) The Coal Authority Available at: https://www.gov.uk/government/ organisations/the-coal-authority

Scottish Government (2020) eplanning.scot - Customer Journey Available at: https://www.edevelopment. scot/eDevelopmentClient/staticfiles/eDevelopment-Operations-Virtual_Tradeshow_2020-Planning_ customer_journey.pdf

Collective Architecture (12.2018) Water Row, Govan - Part A: Main Report, as well as Part B: Appendices and Part C: Stakeholder Consultations Available via: https://getintogovan.com/projects/water-row/

Scottish Government (18.12.20) Scottish Planning Policy Available at: publications/scottish-planning-policy/pages/1/

Driscoll, Stephen & Dalglish, Chris (2009) Historic Govan: Archaeology and Development (Scottish Burgh Survey) Council for British Archaeology: York

SEPA SEPA Data Publication Available at: https://www.sepa.org.uk/environment/environmental-data/

Ermann, Michael (2015) Architectural Acoustics Illustrated, 2nd Edition John Wiley & Sons Inc.: New Jersey Glasgow City Council (GCC) City Development Plan Interactive Maps Gallery Available at: https://glasgowgis.maps.arcgis.com/apps/MinimalGallery/index. html?appid=d37af2d80977490f85484c9de55b6d33 and https://glasgowgis.maps.arcgis.com/apps/ webappviewer/index.html?id=693b1380de1d4f6da4aefd769ff835e7 Glasgow City Council (GCC) (2006) Central Govan Action Plan Available at: https://getintogovan. com/content/uploads/Full-CGAP-2006.pdf Glasgow City Council (GCC) (2016) Govan Conservation Area Appraisal and Management Plan Available at: https://www.glasgow.gov.uk/CHttpHandler.ashx?id=5048&p=0 Glasgow City Council (2017a) Glasgow City Development Plan Available at: https://www.glasgow.gov. uk/CHttpHandler.ashx?id=35882&p=0

https://www.gov.scot/

Steel Construction.info Interactive ‘Blue Book’ Available at: https://www.steelforlifebluebook.co.uk WSP Development & Transportation (18.08.09) SuDs for Roads Available at: http://www.scotsnet. org.uk/assets/sudsforroads.pdf

LIST OF FIGURES Page 1: Collective Architecture (2019/20) Water Row Masterplan - Existing Site Constraints. Available at: https://publicaccess.glasgow.gov.uk/online-applications/applicationDetails. do?activeTab=documents&keyVal=PNN2Z3EXKXT00 Page 4: Oliver Heissner Divisare/Elbphilharmonie Available at: https://divisare.com/projects/179234 herzog-de-meuron-iwan-baan-jose-campos-oliver-heissner-mi-chenxing-elbphilharmonie

The Govan Institute of Piping centres around providing a stunning new, nondenominational and world class space for Govan Schools Pipes and Drums Association (GSPDA) to teach, practice and perform. Ancillary facilities including a bagpipe manufacturing workshop are also included to diversify employment routes and up-skill local expertise to increase communal economic and personal prospects for local Govanites, building on their rich, vibrant craft heritage including their prolific shipbuilding and metalworking, while combating four decades of neglect and decline suffered on the periphery of Glasgow. A cafe, bars and accommodation are also included to generate tourism and reasons to visit, boosting the local economy and returning Govan to the map, while accommodation for visiting pipe bands during World Championship events is provided as reason to stay. An educational area incorporates and celebrates the site and wider areas’ rich cultural past with visual and augmented links with Govan Old Church above the teaching spaces to the west of the courtyard. Connections are created via the wider masterplan strategy to re-link the town of Govan with Glasgow city, and re-establish the historic link with Partick when Govan was the seat of the Kingdom of Strathclyde centuries ago. Soft landscaping to the west recreates the ‘natural’ rugged and rural landscapes piping originated in, while providing a similar acoustic and climatic atmosphere to Glasgow Green where piping festivals are traditionally held. The hard-landscaping of the courtyard acts as a collector for visitors to meet from the multiple routes to the site and acts as an amphitheatre for show piece performances, encapsulating the aims of the development to offer opportunities to engage, socialise, learn and prosper. The designs of the scheme, particularly the main 442 capacity concert hall have significantly altered to comply with fire regulations and for improved and consolidated environmental and structural strategies. For more details on the wider area analysis, site, client specifics, concept and formulation of the scheme, and the initial proposed drawings, please scan the QR code below or visit: https:// issuu.com/mcqueeniemind/docs/180426_-_4b_sean_mcqueenie_final

Glasgow City Council (2017b) City Development Plan: Policy and Proposals (Map) Available at: https:// glasgowgis.maps.arcgis.com/apps/webappviewer/index.html?id=693b1380de1d4f6da4aefd769ff835e7 Glasgow City Council (2017c) Water Row/Govan Design Framework Available at: https://glasgowgis. maps.arcgis.com/apps/webappviewer/index.html?id=693b1380de1d4f6da4aefd769ff835e7 Health & Safety Executive (2006) Health & Safety in Construction Available at: https://www.hse.gov. uk/pubns/priced/hsg150.pdf Health & Safety Executive (2015)Design Code - Jetties Available at: https://www.hse.gov.uk/comah/ sragtech/techmeasjetties.htm

SITE AREA = 14,000m2

RATIONALISED SITE = 8,500m2

Site Area = 14,000m2

Rational Site = 8,500m2

Heissner, Oliver et al. (2016) The Creation of the Elbphilharmonie Available at: https://artsandculture. google.com/culturalinstitute/beta/exhibit/the-creation-of-the-elbphilharmonie%C2%A0elbphilharmonie/BgJCOVUwasDcKQ?hl=en

Existing Subway Line from Partick to Govan

Back of House

Hidaka, Takayuki & Nishihara, Noriko (2015) Acoustic Qualities in Concert Hall as Related to Shape: Shoebox, Surround, and Other Available at: https://www.researchgate.net/publication/283848014_ Acoustical_quality_in_concert_halls_as_related_to_hall_shape_Shoebox_surround_and_other

Performance Hall

River Clyde Sheltered ‘Oasis’

Main vehicular thoroughfare

HM Government (2015) Construction (Design & Management) Regulations 2015 Available at: https:// www.legislation.gov.uk/uksi/2015/51/contents/made HM Government (03.2015) Water Source Heat Map Available at: https://assets.publishing.service.gov. uk/government/uploads/system/uploads/attachment_data/file/416660/water_source_heat_map.PDF

Public Face

COURTYARD Courtyard DEFINED Extrusion WITH OUTER PUBLIC FACE

Existing Build Lines and Constraints

CONSTRAINTS, BUILD LINES AND ENTRANCE AXIS

Gustafs (2015)Acoustic Panels https://gustafs.com/gustafs-panel-system/acoustic-panels/ Marshalls Brick Ethical Risk Index https://www.marshalls.co.uk/commercial/ethical-risk-index

Back of House

MKTimelapse (13.10.11) Elbphilharmonie HD Timelapse Available at: https://www.youtube.com/ watch?v=ep3c7J2F-_k

Performance Hall

Sheltered ‘Oasis’

Met Office Western Scotland Climate Available at: https://www.metoffice.gov.uk/binaries/content/ assets/metofficegovuk/pdf/weather/learn-about/uk-past-events/regional-climates/western-scotland_climate---met-office.pdf RIBA (2020) RIBA Plan of Work 2020 Available at: https://www.architecture.com/-/media/ GatherContent/Test-resources-page/Additional-Documents/2020RIBAPlanofWorktemplatepdf.pdf

Back of House Performance Hall

Sheltered ‘Oasis’

Public Face

Massing

MASSING

Public Face

KEYMassing VOLUME HIGHLIGHTED BY EXTRUSION

Scottish Government Planning Advice Notes (PANs) Available at: https://www.gov.scot/collections/ planning-advice-notes-pans/ Scottish Government Noise and Nuisance Available at: https://www.gov.scot/policies/pollution/noisenuisance/ Scottish Government (18.08.03) Planning Advice Notice 68: Design Statements Available at: https:// www.gov.scot/publications/planning-advice-note-68-design-statements/ Scottish Government (07.06.2006) Environmental Protection Act 1990 - Part IIA Contaminated Land: Statutory Guidance Available at: https://www.gov.scot/publications/environmental-protection-act1990-part-iia-contaminated-land-statutory-guidance/

Response to Build Lines

RESPONSE TO CONSTRAINTS AND KEY VIEWS

Orientation of Views

ORIENTATION OF VIEWS AND ENTRANCE

AB968: Professional Studies 5A 2020/2021 Sean McQueenie