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BNDL-BBA-Z0-XX-HS-A-0050-S2-P02-Access & Maintenance Strategy

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Published by lpenrose, 2018-08-22 03:56:54

BNDL-BBA-Z0-XX-HS-A-0050-S2-P02-Access & Maintenance Strategy

BNDL-BBA-Z0-XX-HS-A-0050-S2-P02-Access & Maintenance Strategy

24.01.18

16-080
Bannerdale School

BNDL-BBA-Z0-XX-HS-A-0050
Access & Maintenance Strategy

Status: S2 Revision: P02

Contents

1.00 Introduction
1.01 Background
1.02 General Principles
2.00 Inspection of Specific Areas
2.01 Façade
2.02 Roofs
2.03 Windows / Doors / Glazed Screens / Rooflights
2.04 Internal / External Lighting & Fixtures
3.00 Maintenance & Cleaning of Specific Areas
3.01 Façade
3.02 Roofs
3.03 Windows / Doors / Rooflights
3.04 Internal / External Lighting & Fixtures
3.05 Internal Elements – Glazed Screens & Balustrades
4.00 Structural Elements – Access & Maintenance
5.00 Mechanical & Electrical Elements – Access & Maintenance
6.00 Landscape Elements – Access & Maintenance
7.00 Fire Service & Specialist Vehicle Access
8.00 Appendix

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 1

1.00. Introduction

1.01. Background

The new Bannerdale School is located on the grounds of the site previously occupied by the former
Bannerdale Centre (now demolished). Its Northern boundary runs alongside Carter Knowle Road,
which provides access to the existing carpark via an established access road.

The building comprises three storey accommodation along with an adjoining double height sports
hall. Floor to floor heights are set at 3,750mm with ceiling heights generally set at 2,700mm (where
included). The majority of spaces receive exposed, painted soffits.

The site slopes upwards approximately 5.5m from East to West and lies over a previous landfill site.
The existing access road and carpark are located to the East and will be incorporated into the
scheme for Bannerdale School.

It is important to note that the existing access road also provides access to a proposed residential
site located to the South of the new school building. The existing access road will be adopted by the
Council and will provide shared access for both sites.

External materials to be used are simple and include the following:

• Facing brickwork on an SFS backing (composite panel backing to the sports hall)
• Timber cladding on an SFS backing (composite panel backing to the sports hall & North

Elevation)
• Polyester powder coated aluminium windows, doors and rooflights
• Standing seam to sports hall roof
• Hot-melt flat roofing to main roof areas, finished with either ballast or extensive green roof

1.02. General Principles

This report has been compiled in order to provide guidance to the End User / Client regarding the
continual inspection and maintenance of their building and as such, highlights the most appropriate
methods with respect to the design of the building. Ultimately, however, it is down to the End User to
ensure that a system is adopted that is both appropriate for use and keeps in mind the Health, Safety
and Wellbeing of all those involved.

The strategy to be adopted in respect of access and maintenance is to provide a practical and low
risk solution. Major maintenance and repair should be carried out and planned by Specialist Sub-
Contractors and should be specific to the task at hand.

When any maintenance is due to take place, consideration and appropriate measures should be
taken to ensure that the works are being carried out at a period of time deemed to be as ‘low risk’ as
possible by the End User. This may be outside of term time or at weekends, if allowable.

During any periods of maintenance, whether minor or major, adequate temporary protection must be
provided by means of fencing and appropriate signage to the base of all equipment, ie. ladders and
cherry pickers. Students, staff and the general public should be made aware that works are on-going
and should be prevented from entering a secure area where maintenance is taking place. It is the
responsibility of the individual / Specialist Sub-Contractor carrying out the maintenance, to provide
adequate method statements for the works prior to beginning.

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 2

Where general ‘low impact’ maintenance is required and the End User deems suitable to undertake
themselves, adequate training should be provided for the use of any equipment / methods to be
employed in order to complete the job at hand.
At all times, it is the responsibility of the individual(s) carrying out cleaning and/or maintenance works
to provide any necessary temporary protection to finishes that may become damaged as a result of
the works being carried out.

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 3

2.00. Inspection of Specific Areas

2.01. Façade

The façade should be inspected regularly for defects and abnormalities. This can be undertaken from
external ground level to the full perimeter of the building. At second floor level, access is provided to
the lower plant deck to allow inspection of concealed areas of the façade when viewed from external
ground level.

2.02. Roofs

All roof areas should be inspected regularly for defects, blockages and abnormalities.

The main upper roof area can be accessed via Stair 5 (0269) and over-head hatch located on the
Second Floor. This provides access to the Main Roof Level where 1,100mm high parapets are
provided to the full perimeter, creating a fully accessible and safe area for working. From the Main
Roof Level, there is an external cat ladder providing access down to the External Plant Deck located
along the Northern Elevation and a ships ladder providing access up to the Sports Hall roof located
on the Western Elevation. Parapets are provided to all areas to a minimum of 1,100mm high,
preventing the need for any temporary edge protection with the exception of part of the sports hall
roof where edge protection is to be provided as indicated on drawing BNDL-BBA-00-RF-DR-A-6325.
Walkways have been installed to provide designated routes around the roof; however, it is
acceptable to deviate from these, if required, to undertake minor elements of inspection ie. to inspect
a rainwater outlet, for example. Similarly, duct bridges have been provided (where necessary) to
allow safe passage over external plant/ducting to ensure full accessibility of the roof. Every effort
should be made, at all times, to create the least disruption possible to the roof finish. If temporary
protection is required, this should be provided by the persons responsible for carrying out the
inspection / maintenance works.

It should be noted that there is a substantial array of Photovoltaic (PV) Panels mounted on the roof.
These will require periodic inspection and maintenance.

In order to provide alternative escape from the roof in the event of a fire, a secondary escape has
been provided on the Eastern side of the roof by means of an access hatch and ladder leading down
to Second Floor Level (0214). This access should only be used as a secondary Fire Escape and not
as general access to and from the roof.

The Client is responsible for replacing the installed cylinder locks to the roof access hatches with the
same suited locks in order to comply with the fire escape requirements.

The Client is to ensure that a management procedure is in place when maintenance is carried out on
the first floor plant area and the second floor roof top plant area where by the sixth form external door
is open and the roof hatch 3 is open to ensure an alternative means of escape can be provided.

2.03. Windows / Doors / Glazed Screens / Rooflights

All windows, doors and glazed screens can be inspected from adjacent internal spaces.

The rooflights can be inspected externally from adjacent roof area.

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 4

2.04. Internal / External Lighting & Fixtures
All external lighting can be inspected from external ground level or roof level.
All internal lighting can be inspected from the nearest floor level.

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 5

3.00. Maintenance & Cleaning of Specific Areas

3.01. Façade

The façade should require very little attention with regards on-going cleaning and maintenance. If
required, this can be undertaken from ground level (from the perimeter paths and hard landscaping)
or from MEWPs, cherry pickers or localised tower scaffolding. The highest point of the façade is
approximately 13.3m from external ground level.

Examples of equipment that could be used in order to undertake maintenance in these areas could
include (but are not limited to):

• Haulotte Quick-Up 14 MEWP (for maintenance up to 14m)
• Reach and Wash systems

Data Sheets for the above mentioned equipment can be found in the Appendix of this report.

Plant replacement to the first floor plantroom RDS 0176 is via a removable louvre on the external
wall.

3.02. Roofs

The main roof area can be accessed via Stair 5 (0269) and over-head hatch located on the Second
Floor. From the Main Roof Level, there is an external stair providing access down to the External
Plant Deck located along the Northern Elevation and a ships ladder providing access up to the
Sports Hall roof located on the Western Elevation. The 1,100mm high parapets create a fully
accessible and safe area for working. General maintenance and cleaning can be undertaken from
the walkways provided around equipment and rooflights etc. Should major maintenance be required
ie. equipment/plant removal or replacement, this will have to be planned separately with old and new
equipment craned onto the roofs as required.

It should be noted that there is a substantial array of Photovoltaic (PV) Panels mounted on the roof.
These will require periodic inspection and maintenance. Walkways will be provided as necessary.

If maintenance is required to the small areas of roof over the projecting windows, this should be
programmed and planned separately. There is nothing located in this area that would require regular
maintenance or cleaning, therefore any works would be assumed to be ‘major’ and should be carried
out accordingly.

3.03. Windows / Doors / Rooflights

Externally, windows and doors can be cleaned (where possible) from the adjacent external ground
level. Where this is not possible, windows can be cleaned with the aid of the following equipment:

• Haulotte Quick-Up 14 MEWP (for cleaning and maintenance up to 14m)
• Reach and Wash systems

Data Sheets for the above mentioned equipment can be found in the Appendix of this report.

Windows located behind perforated mesh can be cleaned from inside the building. The windows can Page 6
be opened fully to allow easy access and cleaned from the adjacent floor plane. Removable external
perforated mesh panels are provided to the ground floor fixed panels typically where fixed benching
occurs internally in order to enable cleaning of these panes.

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02

Generally, internal cleaning of windows and doors can be carried out from the adjacent floor level
except in cases of high level windows located in double/triple height spaces. In these instances, the
Haulotte Quick-Up 14 MEWP (or similar) should be used.
Rooflights, can be cleaned externally from the adjacent roof level using a short pole. To clean the
internal face of the rooflight, generally, the Haulotte Quick-Up 14 MEWP (or similar) should be used.
Access for the Haulotte Quick-Up 14 MEWP can be gained via most typical doors, however, it is
recommended that in order to reduce impact on multiple spaces, access is gained via the Dining
Area external doors, either: GFEX-D03 or GFEX-D04. This will provide immediate access to the
main circulation areas of the school.
N.B. MEWPs and cherry pickers should not be used in areas where a sprung timber floor has
been installed. This could cause damage to the finishes and the supporting structure below.
The Reach and Wash system should be used in these areas at all times.
N.B. The internal use of MEWPs and cherry pickers for cleaning and maintenance must be
used in conjunction with adequate temporary protection to the floor finishes ie. min 18mm
plywood, for example.

3.04. Internal / External Lighting & Fixtures

The majority of internal lighting and fixtures can be maintained from the nearest floor level via
traditional means. External lighting can be maintained from the adjacent external ground level (where
possible).
High-level lighting and fixtures can be maintained via use of the Haulotte Quick-Up 14 MEWP (or
similar). Additionally, localised tower scaffolding could be used if required, for example, in the Activity
Studio due to the timber sprung floor.

3.05. Internal Elements – Glazed Screens & Balustrades

Glazed screens can generally be inspected from adjacent floor levels. Cleaning and maintenance
can generally take place from these areas too.
Where glazed screens are located adjacent a void, these can be cleaned/maintained from the
adjacent floor level (on one side) and can be accessed via the Haulotte Quick-Up 14 MEWP on the
void side. Glazed screens are always beaded on the level access side in these instances to allow
easy removal of glazed panels in the future, if required.
Balustrades can be cleaned from the adjacent floor areas and via the Haulotte Quick-Up 14 MEWP
on the void side (if required).

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 7

4.00. Structural Elements – Access & Maintenance

For details of all structural elements that require on-going/regular inspection and maintenance,
please refer to the Structural Engineers drawing/information package.

Structural Engineer for Project: Mott MacDonald

Contact: Alan Simpson (0114) 2761242

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 8

5.00. Mechanical & Electrical Elements – Access & Maintenance

For details of all mechanical and electrical elements that require on-going/regular inspection and
maintenance, please refer to the Mechanical and Electrical Consultants drawing/information
package.

Mechanical & Electrical Consultant for Project: BAM Services

Contact(s): Will Coupe (0113) 2908800

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 9

6.00. Landscape Elements – Access & Maintenance

For details of all landscape elements that require on-going/regular inspection and maintenance,
please refer to the Landscape Architects’ drawing/information package.

Landscape Architect for Project: Dally Henderson Landscape Architects
Contact(s): Liz Henderson (0114) 2412733

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 10

7.00. Fire Service & Specialist Vehicle Access

Main vehicular access is gained off Carter Knowle Road via the access road and then either into the
service access road (behind secure gates) or the carpark area.
General deliveries and refuse pick-up vehicles will use the service access road (located behind the
secure gates) where the bin store is located along with access to all plant areas and the FM Office.
There is also a turning head located at the top of the road to provide easy egress.
Access to the majority of the building perimeter is available for the Fire Service via areas of hard
standing. For details of identified routes and locations of hydrants, please refer to drawing: BNDL-
BBA-Z0-XX-DR-A-6326 Site Access & Maintenance Plan, included within the Appendices of this
report.
The hard landscaping around the perimeter of the building has been specified to allow light use of
maintenance vehicles ie. MEWPs and cherry pickers in accordance with the building maintenance
strategy, including occasional use for fire tending vehicles. These should be maintained and kept
clear at all times.

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 11

8.00. Appendix

The following equipment data sheets are provided to assist with the on-going inspection and
maintenance requirements of the building:

• Haulotte Quick-Up 14 MEWP (for cleaning and maintenance up to 14m)
• Reach and Wash systems
The following drawings have been provided as a visual aid to this report and should be read in
conjunction with this document at all times:
• BNDL-BBA-Z0-RF-DR-A-06325 Roof Level Access & Maintenance Plan
• BNDL-BBA-Z0-ZZ-DR-A-03005 Access & Maintenance Elevations – North & West
• BNDL-BBA-Z0-ZZ-DR-A-03006 Access & Maintenance Elevations – East & South
• BNDL-BBA-Z0-XX-DR-A-06326 Site Access & Maintenance Plan

BNDL-BBA-Z0-XX-HS-A-00050_Access_&_Maintenance_Strategy Status: S2 Rev: P02 Page 12

QUICK UP

Quick Up

7/8/9/11/12/13/14

• Working height 45ft7in / 13,90 m
(Quick Up 14)

• Stowed height 6ft6in / 1,97 m
(from Quick Up 8 to 12)

• Platform capacity 351 lb / 159 kg
(from Quick Up 8 to 12)

Quick Up

7/8/9/11/12/13/14

The Haulotte® 2420328020 - Ed. 03/2006 - Copyright © by Pinguely-Haulotte – products specifications are subject to change without notice – non contractual pictures.
advantages

• Easy to install and set up.

• Easy “stand up” access through flip up
top rail into basket.

• Only one man for loading and unloa-
ding.

• The Quick Up compact dimensions
allows access through standard door-
ways.

• The Quick Up low weight allows works
on fragile grounds.

• Cage and mast in aluminium.

STANDARD
FEATURES

• Push button controls.
• 220V A/C power to platform.
• Ac power available.
• Emergency stop button.
• Outriggers indicator lights.
• Manual emergency valve.

OPTIONS

• Rough terrain type
(Quick Up 7-8-9-11-12)

• DC power available

Working height SPECIFICATIONS

Platform height QUICK UP 7 QUICK UP 8 QUICK UP 9 QUICK UP 11 QUICK UP 12 QUICK UP 13 QUICK UP 14
6.5 m / 21ft 4in 7.9 m / 25ft 11in 9.3 m / 30ft 6in 10.7m / 35ft 1in 12.0m / 39ft 4in 12.8m / 42ft 0in 13.9 m / 45ft 7in
Platform capacity
Max Platform size 4.5m / 14ft 9in 5.9m / 19ft 4in 7.3m / 23ft 11in 8.7m / 28ft 7in 10.0m / 32ft 10in 10.8m / 35ft 5in 11.9m / 39ft 1in
Ả Stowed length
ả Stowed width 159 kg / 351 lb 136 kg / 300 lb
Ạ Stowed height
Ầ Guardrails height 0.66 m x 0.68 m / 26 in x 27 in 1.34m / 4ft 5in 1.4m / 4ft 7in
Ẩ x ầ Outriggers footprint 0.80m / 2ft 7in
1.21m / 4ft 0in 1.27m / 4ft 2in 1.34m / 4ft 5in 1.4m / 4ft 7in 1.46m / 4ft 9in 2.77m / 9ft 1in
ẩ x ạ Tilt bar
Energy (AC) 0.74m / 2ft 5in 1.81 m x 2.10 m 2.02 m x 2.32 m
Weight (AC version) 71 in x 83 in 87 in x 91 in
Energy (batteries) 1.97m / 6ft 6in
Weight (batteries version)
1.1m / 3ft 7in

1.40 m x 1.70 m 1.60 m x 1.90 m 1.81 m x 2.10 m
55 in x 67 in 63 in x 75 in 73 in x 85 in

346 kg / 763 lb 2.11 m x 1.75 m / 83 in x 69 in 429 kg / 946 lb 2.82 m x 1.97 m / 111 in x 78 in
305 kg / 673 lb 12V 389 kg / 858 lb 501 kg / 1105 lb 512 kg / 1129 lb
461 kg / 1017 lb 472 kg / 1041 lb
366 kg / 807 lb 387 kg / 853 lb 408 kg / 900 lb
110V ou 220V

326 kg / 719 lb 347 kg / 765 lb 368 kg / 811 lb

AS 1418.10

For hire and sales information contact :

t - 0800 52 15 95 or +44 (0) 1444 88 09 13 f - +44 (0) 1444 88 11 99 facelift

e - [email protected] w - www.facelift.co.uk hire - sales - service - training

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Grafter-21 21ft 6.40m 4 17ft 5in 5.29m 5ft 3in 1.6m 1.80 Kg 38.6 mm
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Swindon, Wiltshire, SN5 5WN
Telephone: (01793) 871 386
E-mail: [email protected]

www.ionicsystems.com


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