10077315-DEA-XX-XX-RP-A-RP.2 Stage 3 Report

6.5 _ GA Sections











6.6 _ GA Elevations















6.7 _ Component Drawings







6.8 _ Details

Insulated Gutter NOTE: The contractor is responsible for the checking of all site dimensions and levels. These should be checked Bird Wires prior to ordering of any components and before commencement of the works on site. All discrepancies should be brought to the immediate attention of the Contract Administrator. Storm Overflow Steel Support for Gutter KEY: RWP (Hidden in Cladding Zone) Steel, supporting gutter assembly Raincscreen Plaster Board Ceiling Sinusoidal Cladding Steel, supporting Window Head Anti-Glare Blind Box section/PFC supporting structure Portal Frame Allow for adequate thermal breaks in stage 4 Solar Louvre Bird Wires Secret Fixed - Trim Facia Red Trespa Cladding Panel Max 50mm Sight Line Bird Wires Storm Overflow Helping Hand Steel, supporting Precast Bracket to support Cladding Column - RWP Detail Planks and Window Head 150mm x 150mm SHS Post Red Trespa Soffit Panel Precast Cladding Panel Maintained light fitting - Stainless Steel or Stainless Steel or No Bulkheadlights to be fitted to facade Galvanised Dome Head Bolts Up/Down Light Bespoke steel rainwater pipe casing Galvanised Dome Head Bolts Bespoke steel RWP casing Falls to be reviewed at Stage 4 Zinc plated Zinc plated finish Granular Concrete screed Proporietory RWP system with slip-reisitant surface Proporietory RWP system Precast - RWP Detail Precast - RWP Detail Tubular Handrail. Core drilled P01 22/03/19 STAGE 3 ISSUE DG DG - Base Plates hidden drawn chkd rev date notes Base Plates hidden under Screed project title date of origin scale Pre cast concrete terrrace retaining structure Warsash Maritime Academy March 2019 1:20 @ A1 See SE details client drawing title Precast Verge Trim Gravel Verge Southampton Solent Pool Building Detail Section University status drawing reference revision S2 10077315-DEA-ST-ZZ-DR-A-5100 P01

NOTE: The contractor is responsible for the checking of all site dimensions and levels. These should be checked prior to ordering of any components and before commencement of the works on site. All discrepancies should be brought to the immediate attention of the Contract Administrator. KEY: Open Ceiling Insulated Gutter Exposed services distribution Steel, supporting Window Head Bird Wires Steel Frame Storm Overflow Steel, supporting Precast Planks and Window Head Steel Support for Gutter Raincscreen Sinusoidal Cladding RWP (Hidden in Cladding Zone) Helping Hand Bracket to support Cladding Red Trespa Soffit Panel Bird Wires All Trim Facia Maintained Light fitting - to have 50mm Sight Line No Bulkhead lights fitted to facade. Storm Overflow Up/Down Light Tubular Handrail. Core drilled - Base Plates hidden Red Trespa panel rainscreen Base Plates hidden under Screed Falls to be reviewed at Stage 4 Pre cast concrete terrrace retaining structure Granular Concrete See SE details screed with slip-reisitant surface Precast Verge Trim Gravel Verge P01 22/03/19 STAGE 3 ISSUE DG DG drawn chkd rev date notes project title date of origin scale Warsash Maritime Academy March 2019 1:20 @ A1 client drawing title Southampton Solent Fire Building Detail Section University status drawing reference revision S2 10077315-DEA-ST-ZZ-DR-A-5101 P01

NOTE: The contractor is responsible for the checking of all site dimensions and levels. These should be checked prior to ordering of any components and before commencement of the works on site. All discrepancies should be brought to the immediate attention of the Contract Administrator. KEY: Sinusoidal Roof Sheet Secondary Steel to support Gable Edge Bird Wires 260mm Sight Line Thermal Break Red Trespa Soffit Panel 600mm set back, to be confirmed in Stage 4 Drip Trim and Soffit Panel to reduce Visual Sight Line Steel Roof Beam Red Trespa Panel to Parapet Trim to Anti-Glare Blind inside face of Balustrade match Rainscreen Cladding Window-Door Screen Paviors on Pedestals Steel Column Red Trespa Panel to Waterproofing Details to be inside face of Balustrade Cavity Wall/Insulation to be retained to support confirmed in Stage 4 Terrace slab and improve acoustic separation. RWP from Terrace Rainscreen Cladding To be confirmed in Stage 4. Plant Room Balustrade Steel supporting structure Box Section Stringer to Stair Elephant Grating Zinc Plated Steel Tread P01 22/03/19 STAGE 3 ISSUE DG DG drawn chkd rev date notes Precast Cladding Panel project title date of origin scale Warsash Maritime Academy March 2019 1:20 @ A1 client drawing title Southampton Solent Terrace Detail Section University status drawing reference revision S2 10077315-DEA-ST-ZZ-DR-A-5102 P01





6.9 _ Fire Strategy











6.10 _ External Works







6.11 _ Schedules





WSMSE rev date note P01 22/03/19 Issued for Information Safety Training The Studios, Coker Close, Winchester SO22 5FF Warsash +44(0)1962 890111 [email protected] www.designengine.co.uk HUET Pool Client Supply Schedule 10077315 - DEA - XX - XX - SH - A -8400 Plan Ref Client Supply and Fit Client Supply and Contractor Fit Contractor Supply and Fit notes (refer to drawing 9001) 1.0 HUET trainer (to be used for both wet and dry training) 1.1 Helecopter Shell A 1.2 HUET Storage Trolley With Wheels B 1.3 Single Arm Slewing Davit C Also Used for capsizing life rafts in water while stood on pool deck 2.0 Pool area D Post PC 2.1 A fresh water pool with appropriate water treatment facilities E Post PC 2.2 A minimal freeboard above waterline and/or small upstand F Post PC 2.3 Anchor point for wave pool future use (plus power and infrastructure) G Post PC 2.4 Wave screening H 2.5 Removable vertical access steps I 2.6 Removable in water training frame J 2.7 Shallow water platform (rise and fall option to be considered) K 2.8 Two 12 person training maritime life rafts (one will be wall mounted) L 2.9 One 16 person training maritime life raft M 2.10 One 14 person heli-raft N 2.11 One 18 person heli-raft (will be wall mounted) X 2.12 Rain simulator around the pool at 3x points 3.0 Platforms 3.1 Removable step off platform to be max 1m above water level – to step off into water (2x fixed O points that the board can be fixed to /removed when not in use P Winch /step off platform to be min 3m /max 3.5m above water level to simulate winching Q 3.2 casualites (space for maximum 4-5 people). Platform should be wide enough to winch one side, R S and step off the other side to keep activities separate 3.3 Man lifting heli-winch fitted to the winch side of the winch /step off platform (letter P) Also Used for capsizing life rafts in water while stood on pool deck Localised winch platform environmental effects, including water and fan to simulate downwash 3.4 3.5 Escape chute platform 4.0 Escape Chute T Escape chute – with safe access to entry point and suitably safe exit point surface with crash mat 4.1 (chute to be between 3.5m-7m) 5.0 TEMPSC U TEMPSC davit arrangement, complete with rubber buffers to enable delegates to enter the V TEMPSC without it moving; an electric lifting winch for hoisting, complete with limit switches to W 5.1 prevent Davit/TEMPSC damage; and Centrifugal brake arrangement to enable the TEMPSC to be lowered without power (activation of this system is undertaken from within the TEMPSC by the coxswain/instructor) 5.2 TEMPSC platform (space for maximum 4-5 people) 5.3 TEMPSC lifeboat 6.0 Other 6.1 Special effects including speakers for noise simulation and flashing orange lights Y 6.2 Two pool side showers Z 6.3 Wet kit hooks AA 6.4 Dry kit hooks BB 6.5 Two raft hooks (one for 12 person maritime raft and one for 18 person heli-raft) CC 6.6 Lifting device /pulley to get two rafts onto the storage hooks DD 10077315-DEA-XX-XX-SH-A-8400-HUET Pool Client Supply Schedule.numbers Design Engine Architects Ltd 0 Version 3 Date:08 November 2017

6.12 _ Visualisations







7.0 _ Designers Risk Assessments

Solent University The Studios, Coker Close, Winchester SO22 5FF +44(0)1962 890111 Warsash Safety Training Centre [email protected] Warsash www.designengine.co.uk Information Series Design Risk Schedule Notes Stage 3 Issue Revision - Status Design Risk Schedule Issue Date 22.03.19 Impact Low Likely to be low cost impact and minor coordination issue Medium Likely to have greater cost impact and/or not coordinated for package High Likely significant cost impact and/or not coordinated for package 10077315-DEA-XX-XX-SH-A-8500 Design Risk Schedule 1731 ITEM NO. DESCRIPTION LOCATION IMPACT PROGRESS 1.0 Information Required (Client Briefing) High High 1.1 Scope of Scheme High High 1.1.1 Decision pending on scope and phasing of Pool Building Scheme Wide Scheme Wide Medium 1.1.2 Decision required for scope of planning application Scheme Wide Medium Scheme Wide 1.1.3 Program implications if scope / scheme is changed or delayed High Pool Building High 1.1.4 Decision pending on whether tidal pond will be filled in. Pool Building Low Low 1.2 Catering Offering Pool Building Medium Pool Building 1.1.1 Design implications if University require full commercial catering facilities - larger extract, Pool Building and spatial requirements for example Pool Building Pool Building 1.1.2 Does current sizing of servery and kitchen provide space for proposed offering 1.3 Pool Building specialist kit and facilities 1.3.1 Performance specification brief required for all kit / equipment required in HUET facility 1.3.2 Potential roof height change due to unknown on specialist kit heights 1.3.3 Understanding of how lifting beam will be used and where heavy equipment/kit will be stored 1.3.4 Slip rating confirmation on pool deck and stairs - requires confirmation if bare foot or shoes are worn during exercise 1.3.5 TEMPSC design requirements - will this be a proprietary item or will the structure be designed the design team? 10077315-DEA-XX-XX-SH-A-8600-DsgnRiskSch.numbers Design Engine Architects Ltd Page 1 of 5 Version 3 Date:08 November 2017

10077315-DEA-XX-XX-SH-A-8500 Design Risk Schedule 1731 ITEM NO. DESCRIPTION LOCATION IMPACT PROGRESS 1.4 Lift consultant Low 1.4.1 Client lift consultant to be contacted to ensure lift specification is as per University Scheme Wide High guidelines and requirements Medium Medium 2.0 Information Required (Site Investigation / Confirmation) High 2.1 Confirmation / location of Asbestos on site Medium 2.1.1 Survey to be undertaken to understand location of asbestos in buildings which are being Scheme Wide High refurbished / removed. Also need to survey grounds for buried asbestos Scheme Wide Low Scheme Wide High 2.2 Contaminated land Medium Scheme Wide 2.2.1 Updated survey on location of contaminated land and implications for siting of buildings Medium Scheme Wide 2.2.2 Strategy required for removal / encapsulation of contaminated land Scheme Wide 2.3 Services enabling Works Scheme Wide Scheme Wide 2.3.1 Confirmation from consultants that Trees along entrance driveway can be protected Scheme Wide during install of new services Scheme Wide 2.4 Fire Grounds Works 2.4.1 Confirmation on re-location of Existing Cold Unit. Size and space requirements needed to confirm potential extra tree removal 2.4.2 Confirmation/Final design of minerva filtration and training units 2.5 Phasing 2.5.1 Confirmation on phasing strategy for both buildings and fire ground. Any changes to be incorporated into phasing plans 2.6 Fire Strategy 2.6.1 Confirmation on requirement for sprinklers in Pool Building, or just Fire Building 2.6.2 Final approval of fire strategy with building control 3.0 Information to be confirmed (Consultants) 3.1 Structural / Civil Engineer 3.1.1 Coordination of proposed Stage 2 design to be incorporated into current scheme 10077315-DEA-XX-XX-SH-A-8600-DsgnRiskSch.numbers Design Engine Architects Ltd Page 2 of 5 Version 3 Date:08 November 2017

10077315-DEA-XX-XX-SH-A-8500 Design Risk Schedule 1731 ITEM NO. DESCRIPTION LOCATION IMPACT PROGRESS 3.1.2 Updated canopy design to be discussed Scheme Wide Low Scheme Wide Low 3.1.3 Requirements of lifting beam in HUET facility to be sized and coordinated with current Scheme Wide Low scheme Scheme wide Low 3.1.4 3D model and dwg information required for coordination Scheme Wide Medium Scheme Wide Low 3.1.5 ongoing coordination of design Scheme Wide Low Scheme Wide Low 3.2 Mechanical Engineer Scheme Wide Low Scheme Wide Low 3.2.1 Stage 2 scheme required for each building Scheme Wide Low Scheme wide Low 3.2.2 Proposed riser locations and sizes required for coordination with current layout Scheme Wide Medium 3.2.3 Proposed ventilation grille locations and sizes required for coordination with current Scheme Wide Low layout Low Scheme Wide Low 3.2.4 Flue chimney location and sizes required for coordination with specialist consultant Scheme wide Low 3.2.5 Thermal modeling required for confirmation of ventilation / glazing strategy Scheme Wide Medium Scheme Wide Low 3.2.6 U-values for building envelope required to enable specification of external elements Scheme Wide Low 3.2.7 3D model and dwg information required for coordination 3.2.7 ongoing coordination of design 3.3 Electrical Engineer 3.3.1 Stage 2 scheme required for each building 3.3.2 Lighting design required with input from client / architect 3.3.3 Riser and distribution board location and sizes required for coordination with current layout 3.3.4 3D model and dwg information required for coordination 3.2.5 Ongoing coordination of design 3.4 Public Health Engineer 3.4.1 Stage 2 scheme required for each building 3.4.2 Rainwater run off incl. gutter sizing and location/number/sizes of down pipes required for coordination with current layout 3.4.3 SVP and drainage strategy to be confirmed and coordinated with current layout 10077315-DEA-XX-XX-SH-A-8600-DsgnRiskSch.numbers Design Engine Architects Ltd Page 3 of 5 Version 3 Date:08 November 2017

10077315-DEA-XX-XX-SH-A-8500 Design Risk Schedule 1731 ITEM NO. DESCRIPTION LOCATION IMPACT PROGRESS 3.4.4 3D model and dwg information required for coordination Scheme Wide Low 3.5 Acoustic Engineer Scheme Wide Medium 3.5.1 Appointment required and design to be discussed, incorporated and coordinated Scheme Wide Medium within current scheme Scheme Wide Low 3.6 Cost Consultant Scheme Wide Low Scheme Wide Low 3.6.1 Stage 2 costings to be received and reviewed against brief and current design Scheme Wide Medium Scheme Wide Medium 3.7 BIM Information Manager Scheme Wide Medium Scheme wide Medium 3.7.1 Client EIR to be updated and reissued Scheme Wide Low 3.7.2 BEP to be issued for Stage 3 implementation following input from DEA on strategies for Scheme Wide Medium coordinating between Revit and Archicad Scheme Wide Low 3.7.3 Project number to be issued by client for use by all consultants prior to further issuing of documents Scheme Wide Medium 3.8 BREEAM consultant 3.8.1 Stage 2 information to be issued to ensure credits are achieved 3.8.2 Credits to be obtained to enable Very Good to be confirmed and circulated for input into Stage 3 design 3.8.3 Confirmation from Local Authority that project can proceed as Very Good 3.9 Building control 3.9.1 Building control sign off 4.0 Information to be confirmed (Statutory) 4.1 Planning Consultant 4.1.1 Parking numbers and transport strategy to be confirmed and included within site plan 4.1.2 Confirmation of Environment Impact Assessment requirement as development is currently over 1Ha 4.2 Local Authority - Planning 4.2.1 Implications on design following Pre-application discussions 4.3 Building Control 4.3.1 Tracker received from Building Control to be completed and returned with drawings / documents for comment 10077315-DEA-XX-XX-SH-A-8600-DsgnRiskSch.numbers Design Engine Architects Ltd Page 4 of 5 Version 3 Date:08 November 2017

WSMSE The Studios, Coker Close, Winchester SO22 5FF +44(0)1962 890111 WSMSE Safety Training Building [email protected] Warsash www.designengine.co.uk Information Series Notes Date of First Issue 22 Mar 2019 Revision P01 CDM Designers Hazard Assessment 10077315-DEA-XX-XX-HS-A-8000 ACTIVITY STAGE HAZARD DESCRIPTION RISK DESIGNER'S PRINCIPAL OF PROTECTION REMAINING RISK & ACTIONS REQUIRED FURTHER ACTION Scheme Design SEVERITY to protect / combat at source / protect workforce / H&S Plan H&S File Detail Design CHANCE 1 = Low RISK FACTOR protect individual to include method statements, Construction 1 = Low 2 = Medium *6-9 shows sequencing, monitoring Maintenance 2 = Medium 3 = High significant 3 = High hazard 3 All stages Asbestos within existing buildings 1 3 • Keep asbestos register updated for all buildings. • Refurbishment and demolition asbestos surveys to be undertaken, with main contractor input. • Removal to be undertaken following advice from specialist removal contractor. All stages Increased deliveries and vehicle movements • Access to the site by construction and WSMSE • Undertake sequencing operations. around campus and adjacent pedestrian users largely separated. • Works to be carried out in accordance with the routes. • Plan and adopt strict sequencing operations to Contractor’s briefing document. 3 3 9 protect staff/visitors/pupils at all stages. • WSMSE to be informed of any changes to safe Including safe walking zones and hoarding to walking zones to enable communication to adjacent operational buildings. pupils, staff, and visitors. All Stages Live services creating risk of electrocution 3 3 9 • Survey and identify existing services • Enable suitably qualified person to establish infrastructure. safe working zones and produce method statements to this effect. All Stages Fragile or unknown structure to existing • Method statements required during construction • Method statements required during adjacent buildings. stage for protection of existing adjacent buildings. construction stage. 1 3 3 • Contractors method statement. Construction Fall from height during construction of high • Method statements required during construction • Method statements required during level roof structures, and roof light 3 3 9 stage. construction stage. structures 10077315-DEA-XX-XX-HS-A-8000-CDMRisk.numbers Design Engine Architects Ltd Version 3 Date:08 November 2017