Safesite Corporate Brochure and O&M Manual

safesite O&M Manual

Think Safety, Think Safesite

O&M

Safesite_O&M_07-11-2011a:brochure 11/11/11 12:27 Page 1

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This panel will be blank unlessan installation has been completed


Introduction 2-3Legislation 4-6Re-certification 8Risk Assessment 9Permit to Work 10Method Statement 10Product Selector Guide 11System 2000 Guardrail Product Overview 12-13System 2000 Guardrail Specification 14-17System 2000 Guardrail Assembly 18-24System 2000 Guardrail Re-certification 25BBA Certificate 26-29Personal Fall Protection 30Minimum Height 31Horizontal Lifeline Product Overview 32-33Horizontal Lifeline Specification 34-35Horizontal Lifeline Shuttle Operation 36Horizontal Lifeline Re-certification 37Hercule Product Overview 38-39Hercule Specification 40-41Hercule Re-certification 43Railok Product Overview 44Railok Specification 45Railok User Instruction 46Railok Re-certification 47Cabloc Product Overview 48Cabloc Specification 49Cabloc Shuttle Operation 50Cabloc Re-certification 51Demarcation Product Overview 52Demarcation Specification 53Demarcation Re-certification 54-55

Rooflight Cover Overview 56Rooflight Cover Specification 57Rooflight Cover Assembly 58Rooflight Cover Re-certification 59Mobile Valley Frame Product Overview 60Mobile Valley Frame Specification 61Mobile Valley Frame Re-certification 63Suregrip Product Overview 64Suregrip Specification 65-66Suregrip Re-certification 67Steel Fabrication 68-69Eyebolt, Roof Anchor, Ladder Restraint Overview 70-71Eyebolt Specification 72-73Roof Anchor Specification 74Eyebolt & Roof Anchor Re-certification 75Ladder Restraint Specification 76Ladder Restraint Re-certification 77Fixed Ladder 78Fixed Ladder Re-certification 79Mobile Man Anchor Product Overview 80-81Mobile Man Anchor Specification 82Mobile Man Anchor Assembly 83Mobile Man Anchor and Rope Grab Operation 84-87Mobile Man Anchor Re-certification 88-89Linked Mobile Man Anchor 90-91Linked Mobile Man Anchor Operation 92-93Work At Height Rescue 94Rescue Kit Operation 95-99PPE Inspection 100-103Harness Re-certification 104-105Lanyard Re-certification 106-107How to Wear a Harness 108-109PPE Range 110

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CONT

ENTS Safesite System 2000 Guardrail

Personal Fall Protection Systems

Safesite Horizontal Lifeline

Safesite Hercule

Safesite Railok / Cabloc

Safesite Demarcation

Safesite Rooflight Cover

Safesite Mobile Valley Frame

Safesite Suregrip

Specialist Steel Fabrication

Safesite Eyebolt

Safesite Ladder Restraint

Safesite Mobile Man Anchor

PPE Range

PROD

UCTS


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Safesite The Complete Solution

COMPANY PROFILESafesite is committed to providing solutions to fall arrest situationsthat arise on a daily basis throughout industry and commerce.Service, reliability and cost competitiveness are the key principles tothe company’s continued success within the marketplace.

Safesite is one of the few companies able to provide all the productsolutions from a single source, giving the client the opportunity tospecify a complete range of fall arrest solutions. The company’srecruitment within the construction industry provides the client with aprofessionally qualified team of Surveyors and Engineers who evaluate,organise and certify the required system solution for each project.

The company manufactures, distributes and installs systems through itsoffices at Crawley and Runcorn and through its authorised distributorswho cover Scotland, Northern Ireland and Eire.

FALL ARREST & RISK ASSESSMENTEmployers, employees, architects and anyone in control of theconstruction or maintenance of a building are responsible for providingthe necessary safety equipment and procedures to carry out the workin accordance with the latest HSE legislation. This is detailed withinthe HSE Workplace (Health, Safety & Welfare) Regulations 1992 andthe Work at Height Regulations 2005.

As part of these regulations duty holders are required by law toensure that all work at height is properly planned and organised. To dothis you must carry out a full risk assessment for each of the individualprocedures. Risk Assessments must be site specific and not generic.

Under the Work at Height Regulations a Risk Assessment should pri-marily look at the hierarchy of control measures: Firstly, if possibleeliminate the risk; if this can not be done then the risk of a fall shouldbe removed, for example through the provision of guardrails. Finally, ifa fall can not be eliminated then the distance and consequence of a

fall must be minimised such as through the provision of fall arrestequipment.

When carrying out a Risk Assessment you must also bear in mindthat more injuries occur as a result of work at height below 2m andso all risks should be assessed, irrespective of height.

Safesite’s experienced Technical Services Department can help with yourRisk Assessment needs via an initial telephone conversation and thenarrange for one of our Surveyors to provide an on-site evaluation andsolution.

SURVEYSAs no two buildings are the same, requirements for working at heightmust be site specific and not generic. Safesite’s Surveyors have a wealthof knowledge and experience when it comes to working at height so areable to advise on the best possible solution in line with current legislation.

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Once the site visit has been completed the Surveyor will report to ourEngineers on the assessed risks and possible solutions in meritaccording to suitability and economics. The Engineers will then preparea detailed solution for each situation. This takes into account thestructural design of the building and the likely imposed loads appliedby the proposed situation and those using the system. In addition tothese criteria, wind speed calculations may also apply for the solution.

THE INSTALLATIONThe Contracts Department will organise the complete installationincluding delivery, access, Safesite operatives, clients liaison and anyadditional works such as roofing/cladding repairs that may berequired.

Some installations may require routine inspection and certificationdepending upon the environment and usage. Safesite will advise onthe service schedules and costings during the quotation stage of thereport.

CERTIFICATION & TRAININGHealth & Safety legislation as well as European Directives are contin-ually monitored and implemented within the design of Safesite’sProducts. This is independently accessed by institutions such as theBritish Board of Agrement, British Standards and National EngineeringLaboratory testing.

Safesite is committed to service & quality and has been assessed by anumber of Health & Safety Supplyline Registration Schemes.

The company is constructionline registered and has achieved BS ENISO 9001:2000 Quality Management Systems.

Safesite is also a registered provider of Continual ProfessionalDevelopment (CPD) for both the Royal Institute of British Architects(RIBA) and the Institution of Occupational Safety & Health (IOSH).These courses are designed for Architects and Surveyors andexplains the thought process leading to product specification. Forexample, user participation, frequency of access, building height andplanning issues etc.

HEALTH AND SAFETY DIVISIONHealth and safety is becoming an increasingly important part oftoday’s working environment, but with legislation constantly changingto meet new issues it is virtually impossible to know everything thereis to know about health & safety.

Safesite’s Health & Safety Division provides services tailored to suitea company’s health & safety needs. From on-site risk assessments tocomprehensive training and risk management, Safesite can help acompany gain a better understanding of the complex issues arisingfrom Health & Safety Regulations in the workplace and to complywith the latest legislation.

WEBSITESafesite’s website www.safesite.co.uk gives full details of products,together with their specification and autocad drawing facilities. Thesite also gives details of all relevant legislation for working at heighttogether with information on the company’s range of services such asre-certification, CPD and training which will help you comply withcurrent legislation.


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LegislationWORKING SAFELY AT HEIGHT – LEGAL REQUIREMENTS AND GUIDANCEThe following legislation, standards and guidance need to be taken intoaccount when assessing the individual needs and then recommendingand installing the product solution.

• Health & Safety at Work etc. Act 1974• Workplace (Health, Safety and Welfare) Regulations 1992• Personal Protective Equipment at Work Regulations 1992

(as amended)• Provision and Use of Work Equipment Regulations 1998• Management of Health and Safety at Work Regulations 1999• Work at Height Regulations 2005• Construction (Design and Management) Regulations 2007• Corporate Manslaughter and Corporate Homicide Act 2007• BS EN 365: Personal Protective Equipment Against Falls

from a Height• BS 8437: Code of Practice for Selection, Use and

Maintenance of Personal Protection Systems and Equipmentfor use in the Workplace

• HSG 33 Health and Safety in Roofwork

The first priority must always be to “design out” the need to work atheight. If this is not possible then the next requirement is to providea collective or non user participant solution or, if this is not practical,to provide personal or user participant solutions. Failing that, the finalmeasure is to provide demarcation for the area at a suitable distance– at least 2m from the edge where the work is being carried out.

Naturally other factors will also affect the final product solution; thesemay include:

• Frequency of access and duration. (Carrying out an activity twice ayear is frequent)

• Risk Assessments (Statistically there are far more reported injuriesto workers below 2m in height than above)

• Minimum height consideration• Pendulum effect• Buildings structure• Planning issues

To follow is an overview of the key areas of legislation and standardswhich relate to working at height. More detailed information on thefollowing can be found at www.safesite.co.uk, under the Downloadsection.

HEALTH & SAFETY AT WORK ETC. ACT 1974The Health & Safety at Work etc Act is an “EnablingAct” which allows the Secretary of State to makefurther Regulations without the need to return toParliament. The Act imposes a duty of care on every-one at work related to their roles. This includesemployers, employees, owners, occupiers, design-

ers, suppliers, manufacturers and the self employed.

Key sections include:Section 2: concerns the main duty of employers to ensure the health,safety and welfare at work of employees by providing a written healthand safety policy, safe plant and systems of work and to provideinformation, training and supervision.

Section: 3-4: details an employer’s duty to ensure that people not intheir employment (e.g contractors, sub-contractors, general public)are not exposed to risks to their health & safety. There is also a gen-eral provision for monitoring both employees and persons not in theiremployment to ensure compliance through method statements, riskassessments and general health & safety policies a specific activity.

Section 37: covers the personal liability of Directors. If an offence iscommitted by a corporate body or can be attributed to the neglect ofa director or other senior officer of that corporate body, both the cor-porate body and the person are liable to prosecution.

WORKPLACE (HEALTH, SAFETY AND WELFARE)REGULATIONS 1992Regulation 5: Maintenance – stipulates that theworkplace and any equipment, devices and systemsmust be maintained in efficient working order. Thisincludes guardrails, equipment for window cleaningand anchorage points/systems for safety harnesses.

As a general recommendation, Safesite advises annual inspection andcertification of all guardrails, fall arrest and restraint systems as wellas fabricated steelwork as we have found that these products areoften tampered with by other trades, leaving them unsafe to use.

Regulation 16: Windows – requires that windows and skylights aredesigned so that they can be cleaned safely and that account shouldbe taken of any equipment used in conjunction with the window orskylight or of devices fitted to the building.

This may include the fitting of access equipment or providing ‘suitableconditions’ for the future use of mobile access equipment, includingladders up to 9m long. Adequate access and a firm and level surfaceon which to stand any equipment must be considered. Where a ladderover 6m long will be needed, suitable points for tying or fixing theladder should be provided. Also suitable and suitably placed anchoragepoints for safety harnesses should be provided. For further informationrefer to BS 8213 Part 1 Windows, doors and roof lights.

PERSONAL PROTECTIVE EQUIPMENT AT WORKREGULATIONS 1992 (AS AMENDED)The main requirement of this Regulation is that per-sonal protective equipment (PPE) is supplied andused at work wherever there are risks to health andsafety that cannot be adequately controlled in otherways.

Regulation 4: PPE should always be regarded as the ‘last resort’ toprotect against risks to safety and health. If the risks cannot be con-trolled by other means then employees must provide appropriate PPEand training in its usage.

Regulation 5: Where more than one item of PPE is being usedsimultaneously, the different items must be compatible with eachother and adequately control the risks against which they are provid-ed to protect.

Regulation 7: Provision must be made for the maintenance, cleaningand replacement of equipment.

Regulation 9: Employers must provide information, instruction andtraining on the risks, use, maintenance, cleaning and replacement ofequipment.

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PROVISION AND USE OF WORK EQUIPMENT REGU-LATIONS 1998PUWER (Provision and Use of Work EquipmentRegulations 1998) requires that the risks to peo-ple’s health from the equipment they use at work isprevented or controlled.

Regulations 5 & 6: Work equipment must be maintained in a safecondition and inspected regularly to ensure that it continues to besafe for use. Inspections must be recorded and carried out by a com-petent person and records kept.

These regulations build on the general duty of the Health and Safetyat Work etc. Act 1974 which requires work equipment to be main-tained so that it is safe for use. Safesite recommends that for workat height equipment, inspection should include, where appropriate,visual, functional checks and testing.

Regulations 8 & 9: all those using the equipment must have ade-quate training, instruction and information.

Theses regulations build on the Health and Safety at Work Etc Act1974 to provide employees with the information and instructions thatare necessary to ensure their health and safety. They also link to theManagement Regulations which require provision of health and safetyinformation to employees.

MANAGEMENT OF HEALTH AND SAFETY AT WORK REGULATIONS1999Regulation 3: Requires all employers and the self-employed toassess the risks to workers and any others who may be affected bywork on their premises.

WORK AT HEIGHT REGULATIONS 2005The Regulations apply to virtually all industrial sectors and relate allwork at height where there is a risk of a fall liable to cause injury andplace a duty on employers, the self-employed and any person whocontrols the work of others to do all that is reasonably practicable toprevent anyone from falling.

Regulation 6: sets out a simple hierarchy for managing and selectingequipment for work at height:

Regulations 4 and 6(1, 2): cover the important area of planning. Allwork at height must be properly planned, supervised and carried outin a safe manner. Regulation 3 of the Management of Health andSafety at Work Regulations must be taken into account when plan-ning for the work, as must planning for emergencies and rescue.

Regulations 5 and 6(5)(b): All those working at height must be com-petent and be trained on how to avoid falling, to minimise or avoidinjury should they fall as well as how to use relevant equipment.

Regulation 8: covers the requirements for collective safeguards forarresting falls and stipulates that a sufficient number of availablepeople must have received training specific to the safeguard, includ-ing rescue procedures.

CONSTRUCTION (DESIGN AND MANAGEMENT) REGULATIONS 2007The Construction (Design and Management) Regulations 2007(CDM2007) came into force on 6th April 2007 and bring togetherCDM 1994 and the Construction (Health, Safety and Welfare) (CHSW)Regulations 1996 into a single regulatory package.

The key aim of CDM2007 is to integrate health and safety into themanagement of a project and to encourage everyone involved towork together to:

• Improve the planning and management of projects from the verybeginning

• Identify hazards early on so that they can be eliminated orreduced at the design or planning stage and any remaining riskscan be properly managed

• Target effort where it can do the most good in terms of health &safety

• Discourage unnecessary bureaucracy The new CDM 2007Regulations are divided into 5 parts:

• Part 1 deals with the application of the Regulations anddefinitions.

• Part 2 covers general management duties which apply to allconstruction projects, including those that are non-identifiable

• Part 3 sets out additional management duties on notifiableprojects. In other words those lasting more than 30 days, orinvolving more than 500 person days of construction work.

• Part 4 contains practical requirements that apply to allconstruction sites.

• Part 5 contains the transitional arrangements, cancellations andamendments.

CORPORATE MANSLAUGHTER AND CORPORATE HOMICIDE ACT2007This Act sets out a new offence for convicting an organisation wherea gross failure results in a person’s death, making it easier to prose-cute companies, corporate bodies, partnerships, local authorities,trade unions and government departments who fail to protect people.

Courts will now consider how a fatal activity was managed or organ-ised throughout the organisation, including any systems and process-es for managing safety and how these were operated in practice.

If found guilty an organisation can expect to face unlimited fines andbe given a remedial order whereby the judge specified exactly whatmeasures the employer must take to ensure that future fatalities donot occur.

In addition a publicity order can be issued where the company will berequired to publicise details of the conviction including the offence,amount of fine and terms of the remedial order.

DUTYHOLDERS

MUST

Avoid work at heightPrevent falls from height by selection

of suitable work equipment and measures

Use work equipment and other measures tominimise the distance and consequences of a fall


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Standards & GuidanceBS EN 365: PERSONAL PROTECTIVE EQUIPMENT AGAINST FALLSFROM A HEIGHTThis standard sets out the requirements for the use, maintenance,examination, repair, marking and packaging of PPE equipment.

Systems or components, should be examined at least every 12months, or when specified by the manufacturer, by a competentperson.

Safesite recommends that all equipment such as vertical and horizon-tal lifeline systems, track systems, eyebolt, anchorage systems,guardrails and restraint systems are re-certified annually as specifiedin this standard.

BS 8437: CODE OF PRACTICE FOR SELECITON, USE AND MAINTE-NACE OF PERSONAL PROTECTION SYSTEMS ANDEQUIPMENT FOR USE IN THE WORKPLACEThis standard is relevant to employers, employees and the self-employed who use personal fall protection systems and equipment. Inaddition to guidance and recommendations on the selection, use andmaintenance of the equipment, guidance is also given on rescue ofpeople working at height should an accident occur.

When selecting work equipment/methods it is essential that you areable to justify why the equipment/method has been chosen. Thismeans being able to demonstrate why safer alternatives required bythe hierarchy have been ruled out.

The following table outlines this selection process.

HSG33 HEALTH AND SAFETY IN ROOFWORKHSG 33 addresses the main problems associatedwith falls from height including falls through fragilematerials and from unprotected roof edges. Theguidance is aimed at anyone planning, arranging orsupervising roof work or work on roofs and covers

new buildings, repair, maintenance, cleaning work and demolition.

The aim of the guidance is to promote roof safety by helping to iden-tify the main cause of accidents and ill health and explaining how toeliminate the risks associated with roofwork.

Key additions to the Guidance include:

CompetencyWhen employing a company to carry out any form of roofwork it isessential that the company and its workers are competent.Competency includes:

• Knowledge of the work being undertaken• Experience of the latest techniques, standards and materials so

that the work can be carried out safely. This would ideally bethrough membership to a relevant trade organisation so that theyare updated regularly on changes to legislation and standards.

• Training or accreditation by a recognised training body. Trainingshould include safe working practices as well as health and safetyissues relating to their work such as COSHH, asbestos, manualhandling, risk assessments, work at height and work at heightrescue.

Rescue proceduresRescue of a person or people must be planned for under the Work atHeight Regulations 2005. The proposed method must be proportion-ate to the risk and may include simple measures such as using aMEWP or ladder to reach the victim, or simply lowering them to safe-ty. This is the preferred option as it overcomes manual handlingissues, but whatever method is chosen it is essential that all thosewho are likely to be involved are fully trained.

Once the rescue has been completed, the casualty should be laiddown and standard first aid guidance for the post recovery of a semiconscious or unconscious person should then be followed by a com-petent first aider.

If a conscious casualty can not be released immediately from a sus-pended position, their legs should be elevated by either the rescuer orcasualty themselves, to help suspension tolerance.

Training and competence of roof workersAll those working on a roof need to have the appropriate knowledge,skills and experience to carry out the work safely and competently.Those who are training or less experienced will require supervision bya competent person.

Competency is an ongoing process which is developed through workexperience and regular training. Workers must be trained in all healthand safety issues specific to their trade, including the risks they mightencounter such as asbestos or fragile materials.

Training for roof workers should ideally include the relevant healthand safety disciplines including Work at Height (covering the regula-tions, risk assessments, selection of work equipment and rescuetraining), PPE, ladders, MEWPs and PASMA in addition to more spe-cialist areas such as first aid, asbestos awareness, COSHH, riskassessor and fire safety.

Rescue training must be provided for people who are likely to beinvolved with a rescue. Initial training should be carried out by thesupplier of the rescue system and should include a simulated exer-cise to assess the trainee’s competence. Refresher training must becarried out every six months and should include an assessment ofcompetence by carrying out a simulated rescue.

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Re-Certification

RE-CERTIFICATION - HOW DOES IT AFFECT YOU?Safesite's Re-certification service has been designed to help you ensure roof safety equipmentis safe to use at all times and to comply with health and safety regulations.

Under current legislation such as the Workplace (Health, Safety and Welfare) Regulations1992, companies are required to provide a safe working environment. However, ensuring safeaccess for work at height does not simply stop when you invest in and install safety equipment.Once the equipment has been installed it must be maintained in accordance with existinglegislation and examined at least once a year as outlined in BS EN 365

Unfortunately this does not always happen which means that companies and/or individualsmay be held accountable should an accident occur and the equipment is found to be at faultand/or uncertified. In addition to supplying and maintaining equipment, companies must alsoprovide information, instruction, training and supervision for both employees and those outsidetheir regular employment who are accessing their site for whatever reason.

As part of its Re-certification service, Safesite's qualified engineer will not only assess roofsafety equipment such as lifeline systems and guardrails, but will also inspect and certify allPPE used in conjunction with this equipment, including lanyards and harnesses. Safesite’sengineers will also advise of any product developments which may affect the compatability ofPPE for example, the HSE featured ‘Belt Harnesses’ as fall arrest products in HSG 33 1987and interia blocks used over horizontal planes in HSG 33 1998. Both these recommendationsare now considered bad practice.

Safesite's engineer will also be available to advise clients on any falls from height concernsthey might have around the site and, if required, carry out individual training on equipmentprovided. This will help to ensure that all those using the safety equipment are not onlytrained in the correct usage but know how to check equipment such as PPE for any sign offault before using it.

Further information on Safesite's re-certification service can be obtained via email:[email protected]

An example of a need for annual re-certification.

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RISK ASSESSMENTS - OPERATION AT ROOF LEVELThis section gives an example of a Risk Assessment

Risk Assessments are required under the “Management of Health & Safety at Work Regulations 1999” and must be site specific and not generic.

The concept behind a risk assessment is to identify a specific activity, highlight the relevant hazards and significant identifiable risks and then put in place control measures to prevent an accident from occurring.Employers obviously need to carry out a risk assessment in relation to all operations carried out by employees in order to ensure adequate precautions are in place for all identified risks.

When assessing the risks associated with working at height it is important to remember that work at height relates to any height, not just 2m or above. Remember 60% of falls from height accidents occur from belowhead height.

Risk AssessmentRISK

ASSE

SSMEN

T

Likelihood & Severity RatingsSimple Risk Estimation

Level

High

Medium

Low

LikelihoodWhere it is certain or nearcertain that harm will

occur

Where harm will occuroften

Where harm will seldomoccur

SeverityDeath or major injury orillness causing long-term

disability

Injury or illness causingshort-term disability

All other injuries andillnesses

Likelihood & Severity Ratings

Value5

4

3

2

1

LikelihoodVery Likely to Occur

Probable

Possible

Remote

Improbable

SeverityDeath

Major injury/Disease

Lost time injury(over 3 days)

First aid injury(up to 3 days)

No injury

Risk Ratings

Level

15-25High

5-14Medium

1-4Low

Likelihood

May require considerable resources & lengthy consideration of mosteffective methods of control

Will require due consideration and use of resources appropriate totype of hazard and level of risk identified

Although low risk, consideration and appropriate actions requiredto reduce risk to as low as reasonably practicable

Risk RatingsRisk = Likelihood x Severity

1

2 4 6 8 10

3 6 9 12 15

4 8 12 16 20

5

1

2

3

4

5 10 15 20 25

2 3 4 5

1 2 3 4 5


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Permit To Work Method StatementTYPICAL ROOF PERMIT TO WORK

The following is an extract of a typical roof permit to work that includes information that isrequired in order to ensure surveying, inspecting or maintenance operations are carried outeffectively, controlled and the measures which are required in the case of an emergency.It is prudent for all employers/clients to provide these for any likely inspector, surveyor ormaintenance contractor to complete when carrying out any operations at a given building.This procedure protects the employer/client and the operative concerned in terms of healthand safety legislation in the sense that adequate precautions are in place for the operation tobe carried out effectively and safely.

• Company.• Site Address.• Contact.• Telephone number.• Emergency number.• Safety Equipment installed.• P.P.E. equipment issued in conjunction with installed safety equipment.• Training information and instruction of use of equipment.• Additional precautions:-

• Fire procedure;• fume/extract;• X-rays;• public below;• roof lights;• electrical equipment/tank room;• telecommunication equipment.• asbestos register• CRB checks

• Other trades working on roof.• Operative signature and print signature.• Operative emergency contact and telephone number.

A TYPICAL METHOD STATEMENT

The method statement of a project must be site specific and not generic. This document isextremely important as it details the exact method of carrying out the works and should providethe following information:-

• Client• Client address• Client telephone number• Client fax number• Client contact• E-mail address• Site address• Site contacts• Site telephone number• Responsibilities of each party detailed• Health & safety arrangements• Emergency arrangement & procedures• Security arrangements• Programme of works• Courier details and arrangements for deliveries• Access arrangements for men & materials• Distribution of equipment• Utility arrangements• Installation in accordance with Safesite O&M manual & Risk Assessment

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Flat Roof

Short Term Annual Maintenance Only?

Pitched Roof/Rooflight

Fragile?

Window cleaning

Internal Access?

Ladders/Masts

Permanent Installation?

Plant orequipment within 2M

of Roof Edge?

SafesiteMobile

Man Anchor

SafesiteRooflight Cover

Frequent AnnualMaintenance?

Removable or PlasticCoated Eyebolt

Temporary Solution? Rope Grab (PPE)Safesite Railok or

Cabloc

Ladder Restraints

NO YES

YES NO

NO YES

NO NO NO YES

YES NO YES NO NO YES

SafesiteRoof Anchor

Safesite HorizontalLife Line

SafesiteHercule System

Planning ConsentIssues?

SafesiteDemarcation

Safesite Valley Frame

SafesiteSuregrip

Alternative

Alternative

Safesite System2000 Guardrail

Specialist Steel WorkAlternative

Virtually InvisibleHorizontal Life Line

Rescue KitIncluding Training

Rescue Risk AssessmentRescue Policy

Product Selector GuideFalls From Height Protection Required

YES

Alternative


Safesite System 2000 Guardrail

SYSTEM 2000 IS UNIQUEThis revolutionary, British Board of Agrément Approved guardrail hasbeen specifically designed to provide permanent edge protectionwhere regular access for maintenance and inspections is required.The system's unique design provides permanent edge protectionwithout the need to mechanically fix the system through the roofingmembrane or building's structure.

This simple cantilever principle provides unrivalled strength, stabilityand safety and overcomes the problems associated with traditionalsystems such as having to drill and puncture the roof membranewhich can lead to potential penetrative water damage and noisedisturbance during installation. Similarly, high levels of insulationincluded within warm deck and inverted flat roof designs often meanit is virtually impossible to fix through, as with traditional systems,without causing cold bridging. This may then cause interstitialcondensation to form within the flat roof construction, causing theroof to deteriorate and eventually require replacement.

SYSTEM 2000 IS DURABLESafesite's guardrail components are supplied with a galvanised finishcarried out to BS EN ISO 1461: Hot Dip Galvanised CoatingsSpecification and Testing Methods, giving an average coating ofbetween 65-85 microns. All locking screws are stainless steel andare greased before fixing to ensure a maintenance free system.

SYSTEM 2000 IS SYSTEMISEDThe system consists of galvanised tubing joined together using the"Safeclamp" method of connection. The vertical leg has beenspecifically designed so that the base foot can be raised or loweredallowing the system to be levelled during installation. In addition tothis, the sliding base foot allows future re-roofing works to becompleted without the need to dismantle the system. The base footis connected to the low profile counter weight, giving the system itsstrength & stability.

SYSTEM 2000 IS VERSATILESystem 2000 has been specially designed to fit all shapes and sizesof flat roofs, even circular designs. The system can also cope withchanges in levels, roof falls and difficult details such as ductworkpassing over the roof edge and cable trays/plant mounted at the roofedge. The flexibility of the counter weight & Safeclamp design allowsthe system to be used on plant congested or complex detailed roofs.

SYSTEM 2000 MEMBRANE PROTECTIONThe system is installed with fluted rubber matting bonded to theunderside of all components in contact with the roof membrane. Thisprotects the roof membrane from damage via heat transfer or directcontact with components. On warm deck roof construction specificationspedestrian tiles are recommended to be placed where base feet andcounter weights are in contact with the roof membrane.

The fluted rubber also has the additional benefit of adding to thefrictional resistance of the system to prevent any movement.

TESTING & CERTIFICATIONSystem 2000 has been independently tested to HSE/SIR 15 “Designloadings for temporary roof & floor edge protection” and awardedBritish Board of Agrément Approval. This independent certification isyour guarantee that the system is designed, manufactured & installedto its full specification and tested correctly.

Testing was carried out by The British Standards Institute and theNational Engineering Laboratory to the Health & Safety ExecutiveDocument SIR/15: and MOAT No 43. System 2000 is wind calculatedto BS 6399 : Part 2 Code of Practice for Wind Load. To ensure thesystem was tested in the most unfavourable conditions we includedthe Building Regulations interpretation of a flat roof design being upto 10 degree pitch and added a 25% safety factor to the more oner-ous wind calculations.

WIND CALCULATEDBS 6399 : Part 2 Code of Practice for Wind Load.Wind loading is the most likely regular and demanding force a freestanding roof guardrail will encounter during its lifetime. Safesite hasdeveloped a computerised programme to calculate the design of

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System 2000 to ensure compliance with the relevant wind loadingsrelating to the topography, height and location of the project through-out the UK.

OFFICIAL DOCUMENTATIONSystem 2000 complies with the following:-British Board of Agrément CertificateEN 13374: Temporary Edge Protection Systems - ProductSpecification Test MethodsBS 6399 : Part 2 Code of Practice for Wind Load.HSE/SIR 15MOAT No 43HSC Workplace (Health, Safety and Welfare) Regulation 13 "Falls orfalling objects" 1992.HSG 33 " Health & Safety in Roof work"HSE Construction Sheet No. 21 "Working on flat roofs protectionagainst falls."European Union Directives together with requirements of CDMRegulations.

Full documentation is available upon request.

SYSTEM 2000 AESTHETICSThe smooth lines of the standard galvanised finish can be furtherenhanced by the application of polyester powder coating to BS 64971984 Specification for Powder Organic Coatings, with bespoke colourproduced to special order. System 2000 aesthetics can be improvedby the addition of decorative design panels between the horizontalguardrails. These panels are welded between the horizontal rails dur-ing the fabrication process. Special designs can also be catered forwithin the System 2000 cantilevered principle, details on request. Theconcept of a decorative cantilevered system has been warmly wel-comed by Planning Officers due to the improved aesthetics.

SYSTEM 2000 DISTRIBUTORSSystem 2000 is available as a supply and installation service or com-ponent supply only. The system is available from Safesite directly orone of its licensed distributors within the UK & Overseas.

SPECIALIST SYSTEMSSafesite System 2000 has been specially adapted to provide roofedge protection on fragile roofs with the advantage of not fixing thesystem to the building's structure. This is a specialist service andeach project is designed to the specific building's requirements.(See Mobile Valley Frame section).

COLLAPSIBLE GUARDRAILSWhere there are sensitive planning requirements bespoke designshave been installed which permit the guardrail to collapse when notin use. This permits collective protection to be utilised where aesthet-ics and planning issues are of a concern to a client.

INDUSTRIAL CLADDED ROOFSClients often require guardrails to be installed on industrial claddedroofs. Bespoke designed brackets and supports have been developedand installed so that standard System 2000 components can be uti-lized to provide collective protection on cladded roofs.

13

“The one and only …

…approved BBA System”


Safesite Cantilevered Edge Protection System Specification

BASE FOOT - SL 101AThis component provides support to the system and is utilised where cantilever tubes and counter weights arerequired. The base is bonded with fluted rubber matting for membrane protection.Material : galvanised steel to BS EN ISO 1461. Component weight : 4.3kg

COUNTER WEIGHT - SL 106This component provides the stability to the system. The base is bonded with fluted rubber matting for membraneprotection. Material : galvanised steel to BS EN ISO 1461. Component weight : 19.7kg.

CANTILEVER TUBE - SL 104This component provides the link between the counter weight and base foot.Material : galvanised steel to BS EN ISO 1461. Component weight : 4.6kg

GENERALSystem 2000 is a fully cantilevered guardrail without any requirement for physical fixing into the roof'sstructure/membrane. The complete system's design, manufacture, testing and installation has beenexternally assessed by the British Board of Agrément and issued with a BBA Certificate.

MATERIALSSystem 2000 is fabricated from steel to BS EN 10025 S275 Grade and S275JO Grade. All steel componentsare then hot dipped galvanised to BS EN ISO 1461.Guardrail upper and lower rails are produced in steel - 48.3mm external diameter.All fixing screws are A2 Grade Stainless Steel and are greased before installation.All cast clamps used to join the guardrail are galvanised malleable cast iron produced to BS EN 1562 :founding malleable cast iron.All components in contact with the roof membrane are covered with 3mm fluted rubber.Counter weights are totally fabricated in steel.Where tubing is cut on site zinc rich paint is applied to the cut end of the tube.

LAYOUTHeight of guardrail is set at 1100mm.All vertical supports are set at no more than 2M centres with counter weights set at no more than 4Mcentres on a straight run. All stop ends are double counter weighted or supported by way of a wall/ladderclamp.

TESTINGSystem 2000 has been tested to EN 13374: Temporary Edge Protection Systems - Product SpecificationTest Methods and has been awarded a Class A Pass.

WIND LOADINGSystem 2000 was assessed by the British Board of Agrément to ensure compliance withBS 6399 : Part 2 : Code of Practice for Wind Loads.This is fully documented and approved by the British Board of Agrément.

SYSTEM PLAQUE - SL 111Provides details of thesystem and approvals.Material : plastic.Component weight : 0.085kg.

481mm

1250mm

600mm250mm

1000mm150mm

O/D 48.3mm

230mm150mm

COUNTER WEIGHT – SL106ADitto description as SL-106. This is a specially fabricated counter weight for utilisation on cladded roofs. The dimensions ofthe counter weight are adjusted to suit the given proprietary cladding panel.

SPEC

IFICAT

ION

14


INTERMEDIATE BASE FOOT - SL 101CThis component provides support to the system and is utilised as an intermediate base between those requiring acounter weight. The base is bonded with fluted rubber matting for membrane protection.Material : galvanised steel to BS EN ISO 1461. Component weight : 2.9kg.

MAIN RAIL TUBE (2.9M - SL 102) (2.2M - SL 107)Supplied in two sizes for convenience, these components provide the horizontal rails of the system.Material : galvanised steel to BS EN ISO 1461. Component weight : 10.4kg. & 8.1kg.

SUPPORT LEG - SL 103This component provides height adjustment to the system. Its unique telescopic design allows re-roofing operationsto continue without the need to move the system.Material : galvanised steel to BS EN ISO 1461. Component weight : 3.1kg.

481mm

230mm

850mm

O/D 48.3mm

2.9m or 2.2m

O/D 48.3mm

150mm

SLIDING LINK TUBEACCESS POINT

STANDARD CORNER DETAIL

2m max

2m max

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CROSS OVER CLAMP - SL 200This component provides the method of linking the horizontal main rail tubes (SL102 & SL107) to the support legs.Material : malleable cast iron to BS 1562 and galvanised to BS EN ISO 1461. Component weight : 1.1kg.

ADJUSTABLE ELBOW - SL 205This component is utilised to deal with non 90 degree corner details and changes in level.Material : malleable cast iron to BS 1562 and galvanised to BS EN ISO 1461. Component Weight : 1.2kg.

ON LINE CONNECTOR - SL 201This component provides the method to link the horizontal main rail tubes (SL102 & SL107) and also the counterweight (SL106) to the cantilever tube (SL104).Material : malleable cast iron to BS 1562 and galvanised to BS EN ISO 1461. Component weight : 0.87kg.

90º ELBOW - SL 203This component provides the means of dealing with corners and changes in level.Material : malleable cast iron to BS 1562 and galvanised to BS EN ISO 1461. Component Weight : 1.1kg.

T-CONNECTOR - SL 204This component is utilised in many different instances, for example, to provide a double counter weight end detail andalso changes in level.Material : malleable cast iron to BS 1562 and galvanised to BS EN ISO 1461. Component weight : 0.96kg.

Safesite Cantilevered Edge Protection System Specification112.8mm

A

A

63.2mm50mm

97.6mm

63.2mm

99mm137mm

99mm

50mm

50mm

50mm

113.2mm113.2mm

50mm

TYPICAL LAYOUT

ENCLOSED WALKWAY DETAIL

CAT LADDER CLAMP DETAIL

SLIDING LINK TUBEACCESS POINT

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WALL/LADDER CLAMP - SL 109CThis component provides the means to terminate the system against a facade or clamp the system to a cat ladder/structure where the stringer is a maximum of 70mm wide.Material : galvanised steel to BS EN ISO 1461. Component weight : 1.1kg.

PLASTIC CAP - SL 105This component is fitted to the top of the support leg (SL103) to prevent water ingress. It is also fitted to the exposedcounter weight tube (SL106) when the system is installed.Material : PVC. Component weight : 0.009kg.

L BAR - SL 108This component is utilised in conjunction with a link tube (SL 108) and a pair of on line connectors (SL 201) when one isproviding a sliding link tube access point. One of the grub screws, of each of the on line connectors (SL 201) is replaced withan L-bar. The L-bars in each of the on line connectors provides the means of locking the link tube in place.Material : stainless steel. A2-50. Component weight : 0.113kg.

LINK TUBE - SL 108This component provides a telescopic entrance/exit point within the main rail tubes length at any desired position. Thelink tube is utilised with an on line connector (SL201) adapted with L-bolts to provide the means of locking the linktube to the main rail tubes when not in use.Material : galvanised steel to BS EN ISO 1461. Component weight : 6.5kg.

125mm

96mm61mm

75mm

75mm

100mm

50mm

O/D12mm

O/D38.1mm

WALL FIXING - SL 110The wall fixing is utilised in pairs in conjunction with a Wall Clamp (SL 109c)Material : stainless steel. Component weight : 0.064kg.

CHAIN ACCESSDETAIL

SECTION A-A

TYPICAL START/STOPPOINT

STEP UP/DOWN DETAIL

1655mm

500mm

1100mm

3mm Thick fluttedRubber

WEIGHT20kg

2000mm

1655mm

2500mm

4000mm

17


1. BASE FEET (SL101A) (SL101C) AND SUPPORT LEG FEET (SL103).Stand a base foot (SL101A) or (SL101C) on a flat surface, slide the support leg (SL103) over the base foot as shown, (make sure the grub screw is at thebottom of the support tube).Rotate the support leg until the grub screw is on the right hand side of the base foot.Repeat the procedure for the required amount of legs.

2. SETTING THE HEIGHT OF THE BASE FOOT AND SUPPORT LEG.Raise the support leg up from the base foot 250mm and lock the grub screw using a 6mm allen key. Use this procedure for all required feet and legs.

3. FIXING THE 90º CROSS OVER CLAMPS (SL200) TO THE SUPPORT LEGSlide 2 No. cross over clamps onto the support leg with the grub screws facing down. You should be able to read SAFESITE BBA on top of the cross overclamp). Place the top cross over clamp flush with the top of the support leg, making sure that the cross over clamp is square with the base foot. (The grubscrew of the cross over should be in line with the grub screw of the support leg) tighten the grub screw.Slide the second cross over clamp up until there is 475mm gap between the bottom of the top cross over clamp and the top of the second cross overclamp. Turn the cross over clamp until it is square with the base foot making sure the grub screw of this support leg aligns with the top cross over grubscrew, and the base foot grub screw.Tighten the grub screw of this cross over. Repeat to all legs.The support leg with a base foot (SL101A) is now known as a weighted leg.The support leg with a base foot (SL101C) is now known as a budget leg.

SL 101A

SUPPORT LEG UNIT

SL 101C

475mm

1100mm

250mm

Safesite System 2000 Guardrail Assembly Guide

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FIGURE 1

COMPONENT LAYOUT

2 Metres Minimum

Roof Edge

Safesite System 2000 Guardrail Assembly Guide4. LAYING OUT SUPPORT LEG AND MAIN RAIL TUBES

Lay out the equipment in approximately the positions shown below. Always ensure that you and the equipment are at a safe distance from the roof edge. It is a recommendation of Safesite that this distance is no lessthan 2 metres.

Lay out two 2.9m main rail tubes (SL102) or (SL107) side by side and in a continual line, for the whole length of the required guardrail (ensure these do not roll towards the roof edge).

Then start laying out the support leg units (budget leg/weighted leg).

If your start position is from a corner, start with a budget leg.

2m along from that position lay a weighted leg, carry on laying out the support leg units in this alternative manner for the required length of guardrail.

19


The guardrail must always end on a weighted leg, the only exception to this rule is if the guardrail can be fixed to a suitable structure i.e. brick/concrete walls or cat ladders etc, then a budget leg can be used.

If the start point of the guardrail is from a position that can not be fixed, (this might be a glass or steel building) then your first leg must be a weighted leg, the next one is a budget leg laid 2m away along the guardraillength, then carry on laying out the support leg units alternating between the two different support leg units. (Budget/Weighted).

5. LAYING OUT COUNTER WEIGHTS AND CANTILEVER TUBES (SEE FIGURE 1.)At the positions where the weighted legs are placed you will also require one cantilever tube (SL104) and add one on line connector (SL201) for joining the counter weight to the cantilever tube.

At the stop ends of the guardrail that have a weighted leg you will require one cantilever tube, two counter weights and a T-Connector (SL204).

At the stop ends you will also require a length of tube 475mm long, to connect vertically between the top and the bottom main rail tubes using two 90º elbows (SL203).

6. LAYING OUT FITTINGS (SEE FIGURE 1.)Where the two main tubes butt together lay out two on line connectors (SL201) in order for the main tubes to be joined. At corners two 90º elbows will be used (SL203). (Use adjustable elbows (SL205) in pairs wherecorners are not 90º, SL205).

FIGURE 2

ASLIDING LINK TUBEExtra components4No. On line connectors (SL201)4No. L-bolt (MMA005)2No. Link tubes (SL108)2No. Counter weights (SL106)1No. Cantilever tube (SL104)1No. T-Connector (SL204)

CFREESTANDING ENDExtra components2No. 90º Elbows (SL203)2No. Counter weights(SL106)1No. Cantilever tube (SL104)1No. T-Connector (SL204)

DWALL CLAMPExtra components1No. T-Connector (SL204)1No. Wall/Ladder clamp (SL109C)2No. 90º Elbows (SL203)2No. Wall fixings (SL110)

BACCESS CHAIN POINTExtra components1No. Length of chain2No. 90° elbows (SL203)2No. Hook Fittings (SL206)2No. Counter weights (SL106)1No. Cantilever tube (SL104)1No. T-Connector (SL204)

START/END DETAILSDETAIL A, B, C REQUIRE DOUBLE WEIGHT OR LINKED DOUBLE WEIGHT (see figure 4)


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STAGE 1Starting at the corner, stand up the two corner legs, (the first one a budget leg and the second a weighted leg) making sure the cross over clamps (SL200) are facing you. You should be able to read SAFESITE BBA.Space the legs 2m apart.

STAGE 2Slide a 2.9m main rail tube (SL102) into the bottom cross over clamp (SL200) of each of the standing legs. Position the tube so there is 60mm protruding from the cross over clamp (SL200), and tighten the grub screw.These are located on the bottom of the cross over clamp (SL200).

Slide the second 2.9m main rail tube (SL102) into the top cross over clamp (SL200), positioning the tube as before, leaving 60mm of the tube protruding from the cross overclamp (SL200), and tighten the grub screw ofthe cross over clamp (SL200), but on the budget leg only.

The weighted leg is left free for the moment so that you can make adjustments to the height of the guardrail. This is achieved by releasing the grub screw at the bottom right of the support leg unit, and using a spiritlevel. Lift or lower until the assembly is level and then re-tighten the grub screw.

Once the assembly is level the weighted leg needs to be plumbed. To do this you simply slide the top of the leg slightly left or right. After checking with a spirit level tighten the grub screw of the top and bottom crossover clamps (SL200).

FIGURE 3

2m Max

2m Max


21


STAGE 3Connect the cantilever tube (SL104) to the counter weight (SL106) using the on line connector clamp (SL201). Now slide the free end of the cantilever tube (SL104) into the bottom of the weighted leg and tighten thegrub screw.

Slide and secure the 90º elbows (SL103) to the 60mm of 2.9m main rail tube (SL102) extending from the budget leg.

STAGE 4Working perpendicular to where you started, stand up the next support leg unit, which is a budget leg.With the cross over clamps (SL200) facing you slide a 2.9m main rail tube (SL102) through the bottom cross over clamp (SL200) and back into the 90º elbow (SL203) and tighten the grub screw locking the 2.9m mainrail tube (SL102) to the first assembly.

Slide the top 2.9m main rail tube (SL102) into the top cross over clamp (SL200) as before and secure the 2.9m main rail tube (SL102) to the 90º elbow (SL203).

Now level and plumb the budget leg as described in Stage 2.

FIGURE 4

TYPICAL ACCESS POINT DETAILS

LINKED DOUBLE WEIGHT LINKED DOUBLE WEIGHTWITH SLIDING TUBE

LINKED DOUBLE WEIGHTCHAIN ACCESS

DOUBLE WEIGHTFREESTANDING END

LINK TUBE SLIDES BOTH WAYS


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STAGE 5Slide this completed assembly into position, at the roof edge.

STAGE 6Secure an on line connector clamp (SL201) to each of the free ends of the 2.9m main rail tube (SL102) of the assembly.

Working from both sides stand up the next support leg unit and slide a 2.9m main rail tube (SL102) through the bottom cross over clamp (SL200) and back into the on line connector clamp (SL201) and tighten the grubscrew securing the 2.9m main rail tube (SL102) into the on line connector clamp (SL201), carry on with the top 2.9 main rail tube (SL102), again going through the top cross over clamp (SL200) and into the top on lineconnector clamp (SL201). Do not tighten the grub screw yet as this will permit movement while you level the support leg unit. Once you have established this level, (as described in stage 2), tighten the grub screw onthe cross over clamp (SL200).

STAGE 7Continue with this method of fitting the 2.9m main rail tube (SL102) and legs together for this run of guardrail, remembering to connect the cantilever tubes (SL104) and counter weights (SL106) to the appropriatesupport legs as you proceed.

STAGE 8Determine the end detail and finish the guardrail accordingly (see end detail drawings figure 2.).

WARNINGUnder no circumstances should any person be anchored to the system for fall arrest purposes. Further, components such as timber infill, advertising boards, polyethylene sheets must not be fixed to the system.

FIGURE 5

GUARDRAIL CONNECTION TO VERTICAL LADDER/STEELWORK

LADDER CLAMPDETAIL


23


GUARDRAIL AROUND DUCT

DUCT

STEP DETAILS

LAYOUT - ENCLOSED WALKWAY

STEP UP/DOWN DETAIL

ADJUSTABLE ANGLE CORNERSTEP DETAIL120mm Max

120mm Max

90º

BUDGET LEG

1100mm Minimum

WEIGHTED FOOT

BUDGET LEG

ELBOW

T- CONNECTOR

WEIGHTED FOOT


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• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health, Safety & Welfare) Regulations 1992, the Work at Height Regulations 2005 and BS EN 365.The frequency will depend upon the environment, location and usage but should be at least every 12 months.

• Walk and visually inspect the complete installed system in relation to the general client's needs.Establish if any modifications and/or additional products are required to reflect any refurbishment requirements or additional plant & equipment which have been installed and require access.

• Check installation configuration is complete as per the original installation drawing/plan.

• Ensure the system has not been modified or tampered with by unauthorised persons.

• Check all base feet are in contact with the roof membrane.

• Check all counter weights are in place as per the original drawing. This is essential for wind loading calculations.

• Check all grub screws are in place, greased and sufficiently torque.

• Check that the general height and level of the system including the leg centres do not exceed 2m.(This only tends to be an issue if the system has been tampered with between inspections).

• Any galvanised components showing signs of corrosion should be wire brushed thoroughly and galvanised spray/paint applied as appropriate.If rusted significantly, take digital photographs and include these in the inspection report.

• Where toe-boards are fitted check the brackets that support the toe-board are in place, greased and sufficiently torque.

• Where applicable, check fixings to walls/structures including cat ladder clamps are in place, greased and sufficiently torque.

• Check system plaque position & mark up to reflect date of the next required inspection. Establish if additional plaques are required due to any refurbishment works.

Safesite System 2000 Guardrail Re-CertificationRE

-CER

TIFICA

TION

25


BBACE

RTIFICAT

ION

26


27


28

BBACE

RTIFICAT

ION


29


Personal Fall Protection SystemsPERSONAL FALL PROTECTION SYSTEMSPersonal fall protection systems are required when an operative isworking at an elevated level with an unprotected side or edge, whichcan be at any height. The system must be designed in such a way toprevent the operative from free falling more than 2 metres or strikinga lower level. There are two ways that a company can accomplishthis task: Fall Restraint or Fall Arrest.

FALL RESTRAINT SYSTEMThis system does exactly what it states. It is designed in such a wayas to restrain the user from falling by not allowing the user to get tothe leading edge. With this system the free fall distance is ZERO.Belts can be used with this type of system but a full body harness isrecommended. If any possibility of a free fall exists then the userneeds to use a Fall Arrest system.

FALL ARREST SYSTEMA fall arrest system consists of the following components: Anchor,Connector, Body support and Retrieval.

• Anchors need to have a minimum breaking strength of 10kN or beengineered for a specific system and have a safety factor of 2:1.

• Connectors can consist of one of several different means. Apositioning lanyard, a deceleration lanyard, a self-retractinglanyard/lifeline or a climbing aid device.

• Body support is a full body harness. A full body harness distributesthe fall impact throughout the body and allows the user to betterabsorb a fall.

• When working in a fall arrest situation it is a legal requirement forthe employer/building owner to have a rescue policy and plan inplace and not to rely solely on the emergency services. Anyoneresponsible for or working at height must be trained fully oncorrect rescue procedures including how to use the rescue kitprovided. Should an emergency occur, a competent first aidershould be present to assist with the casualty and to follow thestandard UK first aid guidance for the recovery of a person.

KEY COMPONENTS OF A FALL ARREST SYSTEMThere are a number of issues that need to be addressed whenconsidering using a fall arrest system -

IMPACT FORCEThe maximum impact force for a full body harness is 6kN and 10kNfor the anchorage point. Calculating the impact force is difficultbecause there are so many variables. These variables include falldistance, person's weight, and attachment method (self retractinglifeline, shock-absorbing lanyards, etc.)

EQUIPMENT COMPATIBILITYIt is important that the equipment being used is compatible with oneanother. The entire system needs to be measured by its weakest link.Conventional locking snap hooks need to be used with compatible

D-ring connectors. It is a general recommendation that a user doesnot mix fall protection equipment from various manufacturers in orderto avoid a compatibility issues and to ensure maximum manufacturerguarantee of quality and use.

FREE FALL DISTANCEIn layman's terms, it is the distance that a person falls before anypart of the system starts to arrest the fall. Free fall is measured fromthe anchorage point to the point in which the system started to arrest thefall. This distance excludes deceleration distance and lanyard/harnesselongation. Maximum free fall distance is 2 metres or striking a lowerlevel.

TOTAL FALL DISTANCEIs measured as the distance the operative fell from the point at whichthey were standing to the position of their feet after the fall. Free falland deceleration distances are included in the measure. An exampleof the 6 metre rule which shows falling distances can be seen indiagram on page 31.

ANCHORAGE POINTSNeed to be rated at a minimum of 10kN per person.If engineered, they need to have a 2:1 safety factor.

30

Limitations and dangers of using arestraint system on a sloping roof

Fall restraint systemunsuitable for this roof arrangement

Consideration of fall protectionsystem & PPE should include:

1m - system deflection2m - height of person2m - shock absorbing lanyardup to 1.75m - absorber extension

In this instance, a minimumdistance for fall arrest of 6.75m willbe required.

PERS

ONAL

FALL

PROT

ECTION


PERS

ONAL

FALL

PROT

ECTION

Minimum Height Requirements

31

The above diagram shows three fall arrest situations. In each case the fall arrest system is based on a 1.5m longenergy absorbing lanyard and a distance between the attachment point on the user's harness and their feet of 1.5m.The free fall distance is the vertical distance between the position of the user's feet immediately before the fall, andthe position of the user's feet at the point at which the lanyard has become taut and started to arrest the fall. (FigureF in the diagram)

DIAGRAM AAnchor point above user. (In this case 1m above user's harness attachmentpoint)(Preferred Option)Free fall distance: 0.5mFall factor = 0.5/1.5 = 0.3

DIAGRAM BAnchor point at shoulder level.(Non-preferred option)Free fall distance: 1.5mFall factor = 1.5/1.5 = 1.0

DIAGRAM CAnchor point at foot level.(To be avoided)Free fall distance: 3.0mFall factor = 3.0/1.5 = 2.0

NOTE: The lower human figure in each diagram indicates the positionof the user at the end of the free fall. This is the point at which theenergy absorber begins to deploy and should not be confused with theposition the user would be in at the end of the arrest of the fall.

KEYF = Free fall distance

(Source BS 8437:2005)


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Safesite Horizontal Lifeline

INTRODUCTIONHorizontal Lifeline or 'Mansafe' Systems are the perfect answer toproviding fall arrest protection where guardrails are not suitable orfor when planning considerations dictate the need for a virtually invisi-ble solution. Safesite's Horizontal Lifeline provides the operative withcomplete and continual “handsfree” protection throughout the lengthof the system. When a bracket is encountered, the link device whichattaches the operative to the system, glides over the bracket withoutthe need to detach from the fall protection system. The system canbe installed to any steel cladding panel, beam/column structure, solidparapet walls and flat roofs via a support post.

APPLICATIONSafesite's Horizontal Lifeline system incorporates P.A.S (ProgressiveAbsorbing System), making the system's design totally unique. Thestainless steel intermediate brackets are designed to deform shouldan operative fall, reducing the loadings applied to the potential userand the building's structure.

DESIGN SPECIFICATIONThe system is so well engineered that end post shock absorbers arecompletely avoided on installations that exceed 10m in total length.Safesite's innovative design approach means that its HorizontalLifeline can span up to 12m between supports on 8mm stainlesssteel cable. The system is also unique as the link device has beendesigned to allow entry/exit at any point along the entire length of thesystem. This link device has been engineered with a double action failsafe mechanism and has no mechanical/moving parts which reducesthe potential for misuse and maintenance of the system. Swaging ateach corner has been avoided through the application of a hollowstainless steel tube which allows the 8mm cable to pass through it.This tube is formed to the desired angle on site, allowing the systemto change direction easily.

INSTALLATIONAny fixing through the roof structure is a potential maintenanceconsideration for the future and additional cost when installing ahorizontal life line system. With up to 50% less support posts neededto fix through the roof structure, Safesite's Horizontal Lifeline Systemreduces the potential maintenance to an absolute minimum and givesclients a substantial cost saving. On steel profile cladded roofdesigns, it may be possible to use a top fix bracket, thus avoiding theneed to cut through the roof cladding panel in order to fix the supportpost as with traditional systems. This new technology has been madepossible with the design of collapsible brackets which absorb theshock loading applied to the cladding panel and fixings.

In some instances it may not be possible to conventionally fix throughthe roof's structure. In these cases a free standing fall arrest/restraintsolution using the “Linked Safesite Mobile Man Anchor” can beprovided. A series of Mobile Man Anchors can be linked atapproximately 10m centres via the Safesite horizontal

HORIZO

NTAL

LIFE

LINE


33

restraint line. When a bracket/Mobile Man Anchor is encountered, thelink device attaching the operative to the system simply glides overthe bracket without the need to detach. Whilst the operative isattached to the horizontal life line a “fall restraint” solution is provided.If the operative needs to go within 2m of the roof edge, then theymust attach to an individual mobile man anchor and detach from thehorizontal life line, “fall arrest” solution.

CERTIFICATIONSafesite's Horizontal Lifeline System has been tested successfully toBS EN 795: Protection against falls from a height anchor devices -Requirements and Testing.

LEGAL REQUIREMENTSAll fall arrest systems & PPE equipment need regular inspection andre-certification in accordance with BS EN 365: PersonalProtective Equipment against falls from height - General requirements

for instruction for use and marking. This can be carried out bySafesite as a service contract and included within the quotation forthe system.The Work at Height Regulations 2005 require that the employer/building owner has a rescue plan and policy in place for all fall arrestsystems. (see pages 94-99)

INSTALLATION - DRAPERS HALLSafesite's Horizontal Lifeline systems was installed at Drapers Hall toensure safe working conditions for contractors and employees duringthe restoration project which involved the re-roofing of the grandmain hall. The Livery Hall is 40ft from floor to ceiling so during the re-roofing phase, two Horizontal Lifeline systems were installed in theroof's eaves to provide a fall arrest protection solution. During theproject, contractors were required to work in the void above the ceil-ing where severe space constraints meant that they had to work onand negotiate narrow areas and access routes. The Horizontal Lifeline

system provides the contractors with complete and continual “handsfree” protection during the work.

Although the lifeline systems were installed primarily to provide ade-quate safety measures for the re-roofing phase, the virtually invisiblesolutions were retained to ensure that any future maintenance to theroof or ceiling could be undertaken in complete safety. Plans to cleanand restore the ceiling painting in the Livery Hall, painted by HerbertDraper between 1903 and 1910, was one such project where theHorizontal Lifeline system was able to offer permanent fall arrest pro-tection.

Safesite's Horizontal Lifeline system was also specified for externaluse allowing workers to access the roof which features a 2ft highparapet with narrow gullies either side and a 60ft drop to the groundbelow.


34

Safesite Horizontal Lifeline Specification

INTERMEDIATE BRACKET WITH PAS - AN 705Designed to allow the shuttle to pass over the brackets without detaching from the system.Maximum span of 12m betweenintermediate brackets. The unique design incorporates an active energy absorbing system PAS (Progressive AbsorbingSystem) which takes up part of the generated forces in the event of a fall. Material : Stainless steel AISI 316L. Breakingstrength >12kN. Net Weight : 0.46kg.

TENSIONER AND TENSION INDICATOR - AN 707The pretension indicator is a way of instantly adjusting and checking the correct tension of the lifeline cable. In theevent of a fall, the correct tension of the cable ensures that all the components operate correctly. Material : Stainlesssteel AISI 316L. Breaking strength >52kN. Net Weight : 0.83kg.

CABLE - AN 708Stainless steel AISI 316L 8mm diameter 7x7 structure with breaking strength > 37kN, is suitable for spans of up to 12meters between intermediate brackets. Net Weight : 0.246kg. per metre.

SWAGE END - AN 709A swage connection ensures secure assembly of the cable (diam 8mm) to the end anchor.Material : Stainless steel AISI 316L. Breaking strength >52kN. Net Weight : 0.23kg.

ENERGY ABSORBER - AN 725The energy absorber is designed to dissipate the energy generated throughout the system and reduce the end load-ings. Some installations do not require an absorber. The element is a disposable device which must be replaced aftereach fall. Material : Stainless steel AISI 304-303. Breaking strength >52 kN.Activating force minimum 2.4kN. Net Weight: 1.1kg.

SAFESITE HORIZONTAL LIFE LINEThe Safesite Horizontal Life Line provides a permanentlyinstalled cable system that complies to BS EN 795 Class C. Thesystem can be used in any horizontal configuration includingcurves and/or inclinations up to 15º. The system can beinstalled on various structures utilising specifically designedposts. The spacing between intermediate supports can be up to12m. The cable consists of an 8mm 316 grade stainless steel7 x 7 structure with breaking resistance of >37kN. The sys-tem is pre-tensioned to 80daN. Annual certification inaccordance with BS EN 365 and BS 7883 is required.

AN 716

WALL MOUNTED WALL MOUNTED FLAT ROOF MOUNTED

FLAT ROOF MOUNTED

WALL MOUNTED

WALL MOUNTED

PITCHED ROOF MOUNTED

AN707

AN719

AN 705 AN 709

AN 725

CORNER TUBE - AN 716Allows the system to turn through 90º. Other angles can be acheived via cutting the tube in order to form the required angle.Material : Stainless steel AISI 316L. Ø 13.5mm. Net Weight : 0.3kg.

SYSTEM PLAQUE - SL111/1Provides details of the given system and approvals. Material :plastic. Component weight : 0.085kg.

R260mm70mm

40mm

16mm124mm

144mm

120mm

125mm

91mm

53mm

14mm

370 - 530mm adjustable

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35

Complies with BS EN 795 Class C Anchorage Devices

SHUTTLE - AN 700Designed to enable the user to move easily and safely along the Lifeline. A spring loaded cleat fastens the shuttle to thecable. One then attaches the karabiner to the shuttle thus locking the shuttle onto the cable. The shuttle can be connectedand disconnected at any point along the system.Material : Z8CND17 04 Stainless steel. Breaking strength 12kN. Net Weight : 0.39kg.

STANDING SEAM POST - AM 221Designed to clamp on to the standing seam of a proprietary roofing sheet. The post is designed to progressivelycollapse to reduce the loads applied to the structure. Material : AISI 304 grade stainless steel. Fixings A2 gradestainless steel. Component weight : 9kg.

SUPPORT POST – STANDARD - AM 222This post provides a standard method of connecting the system to the structure. Post fabricated c/w cowling for weatherdetail. Material : galvanised steel to BS EN ISO 1461. Component weight : 8kg.

SUPPORT POST – LARGE - AM 223This post provides a method of connecting the system, to a given structure that requires a greater surface area incontact with the decking to absorb the loads applied. Post fabricated c/w cowling for weather detail. Material : gal-vanised steel to BS EN ISO 1461. Component weight : 13kg.

TOP FIX BRACKET - AM 220Designed to be fitted to (min) 0.7mm steel, 0.9mm aluminium cladding sheet.Material : AISI 304 stainless steel. Mastic joint included with twelve 7mm rivets and waterproof washer. Ultimate load >12kNdirection of force parallel with roof valleys and crowns. Net Weight : 6kg.

END ANCHOR - AN 719The end anchor is designed to terminate the Life Line System at either end.They are intended to provide direct attachment fortensioners, absorbers and pretension indicators. Alternative end components may be utilised, depending on the type ofassembly.Material : Stainless steel AISI 316L. Breaking strength >40kN. Net Weight : 0.73kg.WALL MOUNTED CEILING MOUNTED FLOOR MOUNTED

BRACKET ORIENTATION

127mm

90.5mm

48.5mm

127mm

200mm

240-320mmDependent

upon claddingDependent

upon cladding

240 - 320mm200mm

310mm0/0 90mm

415mm415mm

425mm

250mm250mm

0/0 90mm


36

Ensure the screw gate karabiner is connected to the requiredPPE BEFORE connection to the shuttle.Take the shuttle and screw gate karabiner in two hands. Unscrewthe screw gate karabiner.

Once the screw gate karabiner is unscrewed push the karabinertogether utilising your thumb as shown and detach the karabinerfrom the shuttle.

Whilst holding the shuttle as shown, utilise your forefinger to pressin the small spring latch at the rear of the shuttle. Whilst holding inthe spring latch, position the shuttle on the 8mm cable andrelease the spring latch.

Take the karabiner in one hand and push the karabiner togetherutilising your thumb as shown, to open the karabiner and positionthe shuttle as shown.

Thread the karabiner through the hole in the shuttle and releasethe karabiner so that it closes.

Whilst holding the shuttle and karabiner as shown, screw thescrew gate karabiner to lock the device and ensure the karabinercannot be opened via pushing together with your thumb as perstage two.

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RE-CER

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TION

Safesite Horizontal Lifeline Re-Certification• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health Safety & Welfare) Regulations 1992, BS EN 365 & BS 7883.

The frequency will depend upon environment, location and utilisation, but should be at least every 12 months.

• Check structural connection of system.

• Walk the complete system and check the smooth running over all intermediate brackets and that system still serves client needs.

• Establish if any modifications, additional products are required to reflect any refurbishment or additional plant and equipment that has been installed and requires access.

• Inspect shock absorber.

• Inspect cable for damage / kinks / signs of wear.

• Check and tighten all visible / accessible fixings.

• Any galvanised components showing signs of corrosion, wire brush thoroughly and apply galvanised spray / paint as appropriate.

• If rusted significantly take digital photographs and include in inspection report.

• Pull test visible end fixings to concrete / brickwork / structure (where possible) 6kN - 15 secs.

• Re-tension cable if required to allow smooth operation of the system (where required).

• Clean entire cable run with white spirit.

• Any part of the installation or fixings that may need additional attention including shock absorber - take digital photographs and include in inspection report.

• Any major components, other than nuts/ bolts/ washers etc, which may need replacing report to client and establish costings, so that if possible it can be repaired whilst on site.



38

Safesite Hercule Enclosed Track System

INTRODUCTIONSafesite's Hercule has been designed as a horizontal fall arrest/goodscarrying enclosed track system and has been tested to the require-ments of BS EN 795: Protection against falls from a height - anchordevices - Requirements and testing class D. In many instances whenoperatives are carrying out operations on trains, lorries and aircraftwith low ground clearances, conventional fall arrest solutions wouldnot work. This is due to the fact that the deflection of conventionalhorizontal cables, or the general take up of the system, means thatthe operative would hit the ground before the fall was arrested. Withthis in mind, Safesite developed an enclosed track system with theoperative and maintenance of the system as key design features.

APPLICATIONUnlike conventional beam and trolley systems, Hercule is an enclosedtrack system which eliminates excessive build up of debris from col-lecting on the main running track. In addition, the lightweight trolleywith sealed bearings allows the operative to move completely “handsfree” throughout the system. This ensures that, should the operativefall, the trolley will be immediately above so preventing the pendulumeffect that is associated with conventional systems. The system canalso be installed in low ground clearance situations or up to 60mbetween the operative and the track.

DESIGN FLEXIBILITYWhen it comes to lorry or aircraft maintenance, it is not always possi-ble to position the vehicle in the same position every time. Herculecan be installed as a double track and trolley device with a furthersingle track running in between so that all required positions over anarea can be accommodated in complete safety with the operativetrolley immediately above the operative at all times. The flexibledesign of the system means that it can cope with bends and changesin height within the run of the system. In addition to these features, aturntable and point system allows entry/exit to any number of sys-tems within the building. The control of the number of operatives inan area can be accommodated by stops at predetermined positions.The system has four track sizes which are available in 3mm lengthsthat are selected according to use, loadings and available centres ofsupport. The track can be specified in galvanised, zinc coated orepoxy resin steel depending upon client's individual requirements.

HERC

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39

LEGAL REQUIREMENTAll fall arrest & PPE equipment needs regular inspection and re-certification in accordance with BS EN 365: Personal ProtectiveEquipment against falls from height - General requirements forinstruction for use and marking. This can be carried out by Safesite asa service contract and included within the quotation for the system.The Work at Height Regulations 2005 require that the employer/buildingowner has a rescue plan and policy in place for all fall arrest systems.(see pages 94-99)

INSTALLATION-HERCULE AT BMWThe Hercule horizontal fall arrest has been installed at ChandlersBMW dealership in Hailsham, to provide a permanent fall arrest sys-tem for window cleaners working at height. Constructed on two levelsat a height of 7m, Hercule was specified as it was able to address thelow ground clearance of the building, while also offering a hands freefall arrest solution.

The glass wall construction of the showroom meant that it requiredregular cleaning but the height of the building and the glass frontageposed the problem of how to ensure this could be done safely and

efficiently. Hercule was installed to the outside of the building to pro-vide a permanent fall arrest system for window cleaners whileaccessing ladders. The system's design allows the window cleanersto move freely and operate totally hands free throughout the cleaningprocess. In addition to the ease of use, Hercule's trolley mechanismwhich prevents the pendulum effect associated with other systems,was of particular importance to the installation in catering for theconcerns relating to the showroom's glass frontage.

INSTALLATION - CLASSIC COUVERTUREHercule has also been installed at Classic Couverture's distributionplant in Liverpool to provide a permanent fall arrest system for opera-tives needing to access the top of tankers. Classic Couverture manu-factures and processes chocolate in both liquid and solid forms formajor retailers including M&S. The company approached Safesite foradvice on how to protect workers who needed to access the top ofthe tankers in order to fill them with liquid chocolate. Safe access tothe vehicles was already provided by a gantry with guardrails, but theproblem was how to allow the workers to safely walk along the top ofthe tankers without restricting movement. Hercule not only offeredthe perfect solution by providing hands free protection, but the flexi-bility of the system's design also meant that it was able to meet thespecific installation requirements presented by Classic Couverture'sdistribution plant.


40

Safesite Hercule Track Specification

THE TRACK - AN 201This is the heart of the system and is supplied in 3m Lengths. Maximum distance between supports 1m. Material :steel to E315D. Galvanised to BS EN ISO 1461. Overall system strength 10kN minimum. Net weight : 11kg.

TROLLEY - AN 200Horizontal mobile anchorage point. Bichromate zinc-plated steel roller support. Galvanised steel anchorage pointclamp. Anchorage zinc plated steel. Maximum load 136kg. Overall system strength 10kN minimum. Net Weight :0.86kg.

CONNECTING SLEEVE - AN 203Utilised to connect AN 201 & AN 202 track sections. Supplied with locking hardware. Material : DD13 yellow bichro-mate zinc plated steel as per EN 10111. Overall system strength 10kN minimmum. Net weight : 0.95kg.

END STOP - AN 200/ACCThis is used at the ends of rails AN 201/AN 202. Material : zinc plated steel, alternative option stainless steel nut andbolt. Overall system strength 10kN minimum. Net weight : 0.07kg.

SUPPORT BRACKET - AN 204This support bracket is welded to the structure. Supplied with locking hardware. Material : DD13 untreated steel asper EN 10111. Overall system strength 10kN minimum. Net weight : 0.395kg.

CURVED GALVANISED TRACK - AN 202Galvanised curved track in 1.3m sections. Curve radius 584.5mm. Material : galvanised steel E315D. Overall systemstrength 10kN minimum. Net weight : 9.1kg.

600mm

60mm

140mm

140mm

Ø19mm

70mm

Ø12mm

Ø29mm

4.5mm

20mm

145mm

55mm

48.5mm

15mm

3.5mm

48.5mm

65mm

55mm

SPEC

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41

Complies with BS EN 795 Class D Anchorage Devices

SUPPORT BRACKET - AN 207This support bracket is bolted to the track and ceiling mounted. Supplied with locking hardware.Material : DD13 yellow bichromate zinc plated steel as per EN 10111. Overall system strength 10kN minimum.Net weight : 0.555kg.

SUPPORT BRACKET - AN 208This support bracket is bolted to the track and is wall mounted. Material : DD13 yellow bichromate zinc plated steelas per EN 10111. Overall system strength 10kN minimum. Net weight : 0.71kg.

SUPPORT BRACKET - AN 205This support bracket is bolted to the track system and ceiling mounted. Supplied with locking hardware.Material : DD13 untreated steel as per EN 10111. Overall system strength 10kN minimum. Net weight : 0.752kg.

SPECIFICATIONHercule is an enclosed horizontal track sys-tem that is designed and installed to BS EN795 Class D Anchorage Devices. The systemcomprises of a number of components (Notall illustrated) to provide a horizontal fallarrest enclosed track system designed asrequired. The design can include curves,turn tables, point systems etc. The track canbe supplied galvanised, zinc coated, orepoxy resin coated steel for aestheticappearance. Please contact the SafesiteTechnical Department for full design assis-tance if required. Re-certification annuallyin accordance to BS EN 365 and BS 7883

SUPPORT BRACKET - AN 206This support bracket is bolted to the track and wall mounted. Supplied with locking hardware.Material : DD13 yellow bichromate zinc plated steel as per EN 10111. Overall strength of system 10kN. Net weight : 0.58kg.

66mm

60mm

130mm

59.5mm

164mm115.5mm

60mm

65mm

75mm

28mm

145mm

65mm

32.5mm

60mm

55mm

65mm



43

RE-CER

TIFICA

TION

Safesite Hercule Re-Certification• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health Safety & Welfare) Regulations 1992, BS EN 365 & BS 7883.



• Walk the complete system and check the smooth running of the system and that it still serves client needs.Establish if any modifications or additional products are required to reflect any refurbishment or additional plant and equipment that has been installed and requires access.

• Inspect trolley including all moving parts, where access permits.

• Inspect track for damage/signs of wear/bending.

• Check and tighten all visible/accessible fixings.

• Any galvanised components showing signs of corrosion, wire brush thoroughly and apply galvanised spray/paint as appropriate.If rusted significantly take digital photographs and include in inspection report.


• Clean entire track run with white spirit.

• Any part of the installation or fixings that may need additional attention take digital photographs and include in inspection report.

• Any major components i.e. other than nuts/ bolts/ washers etc which may need replacing report to client and establish costing so it can be repaired whilst on site, if possible.



44

Safesite Railok

INTRODUCTIONMasts, gantries, ladders, silos etc often need to be accessed formaintenance purposes. Many of the ladders used to access thesestructures depend upon hoops to protect the operatives, however inmany instances these can cause severe injuries and in some casesfatalities. Railok has been developed in order to overcome theseproblems and to ensure operative safety and protection from potentialfalls. The system allows the operative to ascend/descend uninhibited,but, if they were to fall whilst attached to the system, the fall wouldbe arrested and the operative would then merely adjust their footingand continue to ascend/descend normally.

SPECIFICATIONRailok is a rigid vertical safety system consisting of an extruded alloysection and a flat Stainless Steel rail. The system is fixed using uni-versal mounting brackets which enable connection to any rung profileor size from 12mm to 50mm or any stringer profile or size to a maxi-mum of 100 x 50mm.

Railok is designed to prevent falls from fixed ladders or structures towhich it is attached. The system is comprised of a rail which is per-manently attached to the ladder or structure and a trolley which runson the rail. In the free-running, unlocked position, the outer ends ofthe arms of the trolley are inclined upwards at an angle of approxi-mately 10°. When in this position, only the rollers of the system arein contact with the rail. If the arms fall below 10°, the horizontalbrake pads come into contact with the front face of the rail and lockthe trolley.

An Energy Dissipating Unit (EDU) ensures that in the event of a fall,the maximum force exerted on the body does not exceed 6kN.

SAFETYRailok is designed to be fitted at not more than 10° from the vertical.The rungs and stringer must be capable of withstanding a force of15Kn. If there are to be more than one user on the system, the

structure must be able to withstand the force of 21Kn for two people,27Kn for 3 and 33Kn for a maximum of 4 people.

If the trolley sustains a fall arrest, it must be withdrawn from use,labelled that it is a quarantined component and returned to Safesite.

LEGAL REQUIREMENTSAll fall arrest & PPE equipment needs regular inspection and re-certi-fication in accordance with BS EN 365 Personal Protective Equipmentagainst falls from height – General requirements for instruction foruse and marking. This can be carried out by Safesite as a servicecontract and included within the quotation for the System. Work atHeight Regulations 2005 require that the employer/building ownerhas a rescue plan and policy in place for all fall arrest systems.(see pages 94-99)

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45

SPEC

IFICAT

ION Safesite Railok Specification - BS EN 353-1

STOP BOLT ASSEMBLEY (figure1. - 1.0)- KC11064 (Aluminium)- KC11064SS (Stainless Steel)Spring loaded for easy attachment & detachment oftrolley from track.Net weight : 92g.

TROLLEY- KC11050234 (figure1. - 2.0)Complete with Energy Dissipating Unit and selflockinghook. Each trolley is serial numbered and date stampedand a certificate of conformity is supplied with the UserInstructions.Net weight : 1.2kg

RAIL (figure1. - 3.0)- KC1P1051A (Extruded Aluminium) Net weight : 2kg- KC1P1051S (Stainless Steel) Net weight : 4kg.Recommended for maritime or corrosive conditions.Standard length 1.5m in “top hat” section

JOINT PLATES (figure1. - 4.0)- KC11059 (Aluminium HE30TF)- KC11059S (Stainless Steel Grade 316A4)Fits into top hat section of rail ends and used to joinrails. Plates are plain, threaded and 4 No screws (8 x25 mm) supplied.Net weight : 130g AluminiumNet weight : 260g Stainless Steel

UNIVERSAL FASTENING CLIP (figure1. - 5.0)- KC1P1052/5XStainless steel, can be used as a stringer fitting(max 100 x 50mm)or as a rung fitting (Diameter range 12-50mm)Net weight : 540g

NOTE:For installation purposes the weight of a 1.5m length ofaluminium rail with its attaching parts is approximately2kg. For a stainless steel rail the net weight is approxi-mately 4kg.Special fittings to suit applications not covered by thestandard attaching parts can be supplied.

INSTALLATION LAYOUT

figure1.

1.0

4.0 5.0

3.0

2.0


46

Safesite Railok User InstructionsUSER INSTRUCTIONSThe user MUST wear a correctly fitted full body harnessto use this equipment.

Warning: It is not permitted to use the Railok deviceas a positioning device. If rest is required whileclimbing, a separate means of work positioning isrequired.

• Figure 1 illustrates installation of the trolley on therail. Slide the trolley (1A) onto the bottom of the rail(1B) with the arrow (1C) pointing UP. Allow the trolleyto lock on the rail at approximately chest height.

• Secure the hook on the trolley to the front sternal Dring on a full body harness (Figure 2): Depress andhold the hook lock release (2A). Open the hook gate(2B). Attach the hook to the Front Sternal ‘D’ Ring ofthe harness (2C) and release the lock and gate.

• Ascend and descend the ladder in the normal manner.

• If it is necessary to stop on the ladder raise the trolleyas high as possible and allow it to lock. Do not applyyour weight to the trolley.

• On disconnecting from the trolley when the top of theladder is reached, the trolley may be left in positionon the rail or removed if required.

WARNING: Do NOT use any additional connector orlanyard with this Railok trolley. Use only on Railokrail systems supplied by SAFESITE Do not use Railoktrolley on non SAFESITE rail systems.

Maintenance:Pre-use checksPrior to each use inspect the Railok system as follows:

Rail• (including joints and attachments)- Check that there is

no corrosion on the rail and its joints which mayimpair the smooth running of the trolley. Check thatall joints are secure and that neither the joints or therail are distorted. This check cannot be made over theentire length of the rail without climbing the ladder orstructure, therefore check the entire length of the railduring initial ascent.

Trolley• Check that there is no corrosion which may impair

operation. Ensure that all fastenings are secure andthat the rollers rotate freely. Check that there are nocracks, splits, bends, or distortion of any element ofthe trolley. Ensure that trolley ‘hinges’ to and fro withlight spring assistance.

A

C

B

B

A

BB

VERT

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RE-CER

TIFICA

TION

Safesite Railok Re-Certification• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health Safety & Welfare) Regulations 1992, BS EN 365 & BS 7883.

• The frequency will depend upon environment, location and utilisation, but should be at least every 12 months.


• Climb the complete system and check the intermediate brackets for wear & tear. Check the system still serves the client's needs.

• Establish if any modifications or additional products are required to reflect any refurbishment or additional plant and equipment that has been installed and requires access.

Trolley Inspection

• Holding the trolley on its side pivot the top plate forward. Release it and ensure that it pivots fully

rearwards with light spring assistance.

• Ensure the four brake ‘discs’ (fig.3 item A) are in place and correctly positioned.

• Check that all rollers rotate freely (fig.3 item B).

• Ensure that the rivets attaching the plates to the upper and lower arms are secure by attempting to

pull the arms apart. No movement of the arms is permissible.

• With the trolley in position on the rail ensure that it will move upward freely when lifted by the EDU

snap hook and that it locks on the rail when the hook is released.

• Ensure that the trolley moves freely over each rail joint.

• Clean with a cloth and warm soapy water. DO NOT IMMERSE. Lubricate rollers with water repellent

oil (e.g. WD40). Wipe off excess oil.

• Check that the EDU ‘D’ ring locknuts are secure.

• Check that the EDU ‘D’ ring rubber sleeves are in place and sound condition.

• Check that the outer sleeve of EDU is correctly positioned and in good condition and that no webbing

has been pulled from the sleeve or stitching torn.

• Check that the webbing at the ‘D’ ring and snap hook is sound.

• Check the snap hook for corrosion and ensure that the locking mechanism functions correctly. Check

that the hook pivots freely on its attachment ring.

• Any major components i.e. other than nuts/ bolts/ washers etc which may need replacing report to

client and establish costing so it can be repaired whilst on site, if possible.

• Check system plaque position & mark up to reflect date of the next required inspection. Establish if

additional plaques are required due to any refurbishment works.

Rail Inspection

• Inspect rail for damage/splits/cracks and any signs of wear/missing fixings/bending/distortion.

If distortion is evident it is indicative that the rail may have been subjected to a fall arrest load.

In the event of this the rail, adjoining rails and all fixings including joining plates must be replaced.

• Check and tighten all visible / accessible fixings. Check stop bolt operation where fitted.

• Check for any components showing signs of corrosion or electrolytic action/effects.

• If corrosion is significant take digital photographs and include in inspection report.


• Clean entire track with a fibre (NOT WIRE) brush or “scotchbrite”.

• Any part of the installation or fixings that may need additional attention - take digital photographs

and include in inspection report.

Notes

• Check rail orientation with respect to the rungs or stringers.

• All torque settings of the cap headed screws, clamp-plate screws and nuts (25Nm),

• Tightness of the adjuster lock-nuts (25Nm).

• The trolley passes each universal bracket assembly.

• If any component of the universal bracket is damaged the complete assembly shouldbe replaced.

WARNING

• If the trolley sustains a fall arrest it MUST be withdrawn from service immediately, labelled to indicate

it is a quarantined component and returned to Safesite Limited together with a note indicating the

nature and circumstances of the fall.

47


48

Safesite Cabloc

INTRODUCTIONCabloc has been designed to provide vertical fall arrest protectionbased upon a vertical tensioned cable system and arrester device.This system is extremely flexible in its application and will allow anoperative complete hands free protection. Cabloc has been developedfor use in areas where wind loading would inhibit the use of Railblocor in instances where a track system would encumber the generaluse of the existing system.

SPECIFICATIONThe system relies upon a tensioned galvanised or stainless steel8mm cable (+o.4) with 19 solid core strands to prevent deformationunder load. The cable is clamped to the top of the ladder with animpact indicating shock absorber and at intermediate points (10m)along the length of the stringer. These intermediate brackets allow thecable to be released as the arrester device passes through and thetensioned cable then simply springs back into the bracket. At the bottom

of the ladder there is either a counterweight, or alternatively the cableis attached to a tensioner and clamped to the ladder.

An arrester device with a double cam-brake is connected to the cableand via a karabiner to the operative's harness. In order for the systemto fail, the operative has to remove the karabiner connecting the lanyardto the device. Once this has been disconnected, the arrester devicecan be removed from the system, thus preventing misuse.

LEGAL REQUIREMENTSAll fall arrest & PPE equipment needs regular inspection and re-certificationin accordance with BS EN 365 Personal Protective Equipment againstfalls from height - General requirements for instruction for use andmarking. This can be carried out by Safesite as a service contract andincluded within the quotation for the system.The Work at Height Regulations 2005 require that the employer/buildingowner has a rescue plan and policy in place for all fall arrest systems.(see pages 94-99)

INSTALLATION CABLOC - KEMSLEY MILLCabloc has been installed at Kemsley Mill in Kent to provide safeaccess for maintenance purposes to the towers which house theMill's CCTV cameras and lighting systems. As with many of today'smodern sites, CCTV cameras and floodlighting are strategically placedaround the mill to provide a safe working environment. However, theprovision of the systems lead to a further health and safety issue -how to ensure safe maintenance of the equipment. The problem hasbeen solved by the installation of a Cabloc system which providestotal safety when access to the towers is required. The system'scable is clamped to the top of the tower with an impact shockabsorber and then at regular intervals along the length of the system.Should an operative fall then the shock absorber will absorb the ener-gy caused by the fall, preventing serious injury.

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49

Safesite Cabloc Specification - BS EN 353-1/353-2

!!

11

22

1122

11

22

BRACKET - AC 340General purpose anchorage bracketdesigned to take the loads generated in theevent of a fall occuring. Designed to beadaptable for most ladder/mast designs.Constructed from 316 grade stainless steel.Net weight : 2.5 kg.

SHOCK ABSORBER - AC 325Designed to operate with a minimum of2.4kN loading. Constructed from stainlesssteel AISI 304-303. Maximum displacement70mm.Breaking strength >52kN. Net weight :1.1kg.

CABLE GUIDE - AC 320General purpose cable guide fitted at 10mcentres. Constructed from stainless steeland rubber. Net weight : 0.36kg.

ARRESTER SHUTTLE - AC 350Easy connection & disconnection at anypoint. Constructed from stainless steel AISI304. Breaking strength >25kN. Net weight: 0.7kg.

CABLE - AC 300Stainless steel cable 8mm diameter.Breaking strength >37kN. Net weight :0.246kg. per metre.Alternative galvanised cable 8mm diame-ter. Breaking strength >35kN. Net weight :0.21kg. per metre.

TENSIONER - AC 330Utilised to tension the cable to the opti-mum requirement with built in indicator.Material : stainless steel 316. Breakingstrength 59kN. Net weight : 0.635kg.

RE-CERTIFICATIONAnnually in accordance to BS EN 365and BS 7883.

CABLE GUIDE BRACKET DESIGN

Mounted on Ladder Rung/Style Ø 16mm min

Mounted on Ladder Rung/style Ø 22-26mm

Mounted on Flat Ladder Rung/Style 12mm Thickness max,width 100mm max

EXPLODED VIEW OF BRACKET ASSEMBLY

ATTACHMENT OFARRESTER/SHUTTLE

TO CABLE

COMPLIES WITH - BS EN 353-1/BS EN 353-2

202.5mm81mm

Ø17mm

SPEC

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50

Take the shuttle and auto twist lock karabin-er in two hands. Twist the safety clasp in aclockwise direction as shown.

Whilst twisting the safety clasp push thekarabiner together using your thumb asshown.

Now detach the karabiner from the shuttle. Having removed the karabiner push up thelatch as shown.

Ensuring the cable is positioned on both thetop and bottom cable guides as shown.

Ensure the arrow on the shuttle is pointingin an upwards direction and release thelatch so the shuttle is held on the cable.

Take the karabiner in one hand and twistthe safety clasp in a clockwise direction.Whilst twisting the safety clasp push thekarabiner together utilising your thumb asshown.

Thread the karabiner through the hole in theshuttle and release the karabiner so that itcloses and is locked into place .

Holding the shuttle horizontally, position onthe cable as shown and rotate the wholeshuttle anticlockwise.

The shuttle is now ready for the appropriatePPE to be connected to the auto twist lock-ing karabiner as shown above.

SHUT

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51

RE-CER

TIFICA

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Safesite Cabloc Re-Certification• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health Safety & Welfare) Regulations 1992, BS EN 365 & BS 7883.



• Climb the complete system and check the intermediate brackets for wear & tear. Check the system still serves the client's needs.• Establish if any modifications, additional products are required to reflect any refurbishment or additional plant and equipment that has been installed and requires access.

• Inspect shock absorber.

• Inspect cable for damage / kinks / signs of wear.

• Check and tighten all visible / accessible fixings.

• Any galvanised components showing signs of corrosion, wire brush thoroughly and apply galvanised spray / paint as appropriate.If rusted significantly take digital photographs and include in inspection report.


• Re-tension cable if required to allow smooth operation of the system, (where required).

• Clean entire cable run with white spirit.

• Any part of the installation or fixings that may need additional attention including shock absorber - take digital photographs and include in inspection report.

• Any major components i.e. other than nuts/ bolts/ washers etc which may need replacing report to client and establish costing so it can be repaired whilst on site, if possible.



INTRODUCTIONSafesite's demarcation system has been designed to provide a highvisibility maintenance free system that will remain in place no matterwhat the weather. This non-fall arrest product has been introduced tosatisfy the Health & Safety Executive guidance note HSG 33 Health &Safety in Roofwork which recommends that demarcation systemsshould be immediately obvious and project above the main roof deck-ing. Section 67 of the guidance also states that “markings at footlevel are not a suitable alternative to a barrier,” which implies thatpainted lines on roofs are no longer acceptable as a means of demar-cation.

The Safesite Demarcation System is compact, portable, easy toassemble and features a unique post design which prevents thechain from becoming detached during adverse weather conditions.The system's base foot is formed from PVC and weighs 11kg whichprevents the system from falling during severe weather. The systemis further enhanced by a high visibility, two colour, polyurethane chainwhich is continually linked between the support posts.

Installation of the system is quick and easy with the support posts setup to 3m apart and the chain linked to form a continuous demarcationroute from the point of roof entry to the point of exit.

In many cases, demarcation is required to a specific piece ofplant/equipment in the centre of a large roof. This is where the neweconomic demarcation system can be used in place of all arrestproduct solutions providing the demarcation is set in at least 2m fromthe roof edge. The system can equally be used at ground level foralternative types of demarcation such as trade shows, machinerydemarcation, stately homes and castles.

INSTALLATION - WAITROSE & MAYDAY UNIVERSITY HOSPITALSafesite's demarcation system has been installed at Waitrose'sRegional Distribution Centre (RDC) in Bracknell and at MaydayUniversity Hospital to enable safe maintenance of plant and equipmenton the roofs.

In the case of Waitrose, the system was installed as part of anupgrade to the Centre's health and safety regimes where the need forregular access to the roof of the RDC's Ambient Dry Goods

Warehouse was reviewed. As with most buildings, plant and equipmentis housed on the warehouse's roof meaning that regular access isrequired for maintenance purposes of equipment such as the smokevents. However, hazards such as roof lights and the vents themselvesmeant that particular care was required when accessing the roof.Safesite's system provides demarcation around the hazards, clearlyidentifying areas of concern and preventing access to and aroundthese sections.

At Mayday University Hospital, the demarcation was installed inconjunction with Safesite's System 2000 and Mobile Man Anchors toensure compliance with HSG 33 and to enable safe access formaintenance of plant and equipment such as air conditioning andventilation units. Safesite won the contract to supply its roof safetyequipment following a competitive tender. “We asked a number ofcompanies to quote for the work and chose Safesite as it was able tosupply a full range of products,” explains Steve Perfect, EstatesOfficer. “We are very happy with the installation and found Safesite tobe an extremely professional organisation.”

Safesite Demarcation System

52

DEMAR

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53

Safesite Demarcation Specification

BASE FOOT - DM 001The base foot is formed from PVC and provides support to the Demarcation System. Material : PVC. Componentweight : 11kg.

CHAIN - DM 003High visibility red and white polyethylene chain links the support posts that are spaced 3m a part. Material : poly-ethylene. Supplied in 24m long rolls giving an effective length of 22m when installed. Component weight : 0.055kg.per metre

D - Link - DM 004This component is used to link the seperate rolls of polyethylene chain at the commencement and termination pointsof a given system where support posts are not utilised.Material : galvanised steel to BS EN ISO 1461. Component weight : 0.025kg.

SUPPORT POST - DM 002This component is fabricated in steel and galvanised to BS EN ISO 1461. The support post has a unique non-returnhook to prevent the polyethylene chain from becoming detached during adverse weather conditions. The support posthas two fabricated stops at the bottom to ensure the post does not come into contact with the roof membrane.Material : galvanised steel to BS EN ISO 1461. Component weight : 2kg.

0.6M

415mm

40mm

415mm

35mm

38mm

120mm

3M

700mm

SPEC

IFICAT

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Safesite Demarcation Re-Certification• Periodic inspections by a competent person are required under Regulation 5 of the “Workplace (Health Safety & Welfare)

Regulations 1992” & BS EN 365. The frequency will depend upon environment, location and utilisation, but should be at least every twelve months.

• Walk & visually inspect the complete system installation in relation to the general clients needs. Establish if any modifications,additional products are required to reflect any refurbishment or additional plant and equipment that has been installed and requires access.

• Check installation configuration is complete as per the installation original drawing/plan.

• Ensure the system has not been modified/tampered with via unauthorised persons.

• Check the general height of the system including the leg centres, do not exceed 3m and the plastic chain between support postsis 0.6m high when measured from the roof deck (see diagram on previous page).

• Any galvanised components showing signs of corrosion, wire brush thoroughly and apply galvanised spray / paint as appropriate.If rusted significantly take digital photographs and include in inspection report.

• Where applicable check fixings to walls/structures.

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UNIQUE DESIGNThis revolutionary product provides protection against falls throughfragile rooflights where regular access is required for maintenance orinspection purposes.

The unique freestanding design means that fragile rooflights can nowbe quickly and easily protected.

The length of the telescopic sides and height of the vertical supportsare easily adjusted to the required size. The galvanised mesh is thensimply cut to the required size, clamped to the top of the supportframe and the Safesite Rooflight Cover can then be lifted into placeready for use.

VERSATILEThe Safesite Rooflight Cover is easily adjustable in terms of width,length and height. The standard unit can be used to protect fragilerooflights up to 1200mm x 1200mm, with height adjustment up to amaximum 700mm. For larger rooflights we are also able to provideadditional components to increase the overall size – Details availableon request.

PORTABILITYThe Safesite Rooflight Cover has been designed in component formto ensure that it can be easily transported both to site and up to rooflevel.

PERMANENT/TEMPORARYThis versatile product can serve as either a temporary or permanentinstallation as no fixings are required to either the fragile rooflight orroofing membrane.

DURABILITYThe Safesite Rooflight Cover is supplied with a galvanised finishcarried out to BS EN ISO 1461: Hot Dip Galvanised CoatingsSpecification and Testing Methods, giving an average coating ofbetween 65-85 microns. All locking screws are stainless steel andare greased before installation to ensure a maintenance free system.

TESTING & CERTIFICATIONThe Safesite Rooflight Cover has been externally tested by Satra tothe criteria and loadings taken from the ACR Red Book Test For Non-Fragility of Roof Assemblies.

The test involved a 45kg weight free falling a distance of 1.2m toreach a maximum velocity. The Safesite Rooflight Cover arrested theload via deformation of the wire mesh panel and with no penetrationof the wire mesh.

ROOF MEMBRANE PROTECTIONThe Safesite Rooflight Cover has fluted rubber matting bonded to theunderside of all components in contact with the roof membrane. Thishelps to protect the roof membrane from damage by either heattransfer or direct contact with the metal components.

On ‘warm deck’ asphalt roof construction we would normally recom-mend additional protection by way of a lightweight promenade tileloose laid under each corner support.

OFFICIAL DOCUMENTATIONWork at Height RegulationsHSG 33 Health & Safety in Roof workACR Red Book Test For Non-Fragility of Roof AssembliesWorkplace (Health, Safety and Welfare) Regulations

ROOF

LIGH

TCO

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57


MESH PANELS - SL 244The Mesh Panel is cut to the required size if required and clipped to the Main Rail Tubes viathe Mesh Connectors.Material : galvanised steel to BS EN ISO 1461. Standard Size 1120mm x 1120mm. Gauge 8.Net weight : 5 kg

1120mm

1120mm

SPEC

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BASE FOOT - SL 101CThis component provides the base support of the Safesite Rooflight Cover. The Support Leg slides on to the Base Foot.The base is bonded with fluted rubber matting for membrane protection.Material : galvanised steel to BS EN ISO 1461. Component weight : 2.9kg.

SUPPORT LEG & MAIN RAIL - SL 103AThis component provides height and length adjustment to the Safesite Rooflight Cover via its unique telescopic designand locking grub screw.Material : galvanised steel to BS EN ISO 1461. Component weight : 1.35 kg.

LINK TUBE - SL 108AThis component is inserted into the main rail tubes providing adjustment to the required length.Material : galvanised steel to BS EN ISO 1461. Component weight : 1.93 kg.

480mm

230mm

360mm

O/D 48.3mm705mm

O/D 3.81mm

150mm

CORNER CONNECTOR - SL 128This component is used to connect the support leg and main rails together.Material : malleable cast iron to BS 1562 and galvanised to BS EN ISO 1461. Component weight : 1.05 kg

MESH CONNECTOR - SL 173MThis component is used to connect the Mesh Panel to the Main Rail Tubes.Material : malleable cast iron to BS 1562 and galvanised to BS EN ISO 1461. Component weight : 0.4 kg


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ROOF

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ASSEMBLYPlease read these instructions fully, in conjunction with the drawing and component list provided.Wewould recommend carrying out a Risk Assessment and producing a site specific Method Statement beforecommencing any assembly or installation to ensure that the works are carried out safely.Please ensure that you remain a safe distance (minimum 2m) from any fall risk, such as a roof edge orfragile rooflight, whilst assembling the Rooflight Cover.

1. Place the 4 No ‘Corner Units’ on a level surface to form a square, ensuring that the Corner Connectoropenings are facing upwards.

2. Slide two adjacent ‘Corner Units’ together by inserting the narrower Link Tube in to the adjacent MainRail Tube. Adjust the distance between the ‘Corner Units’ so that there is only 425mm of Link Tube show-ing and then tighten the 6mm grub screw on the Main Rail Tube to lock it in position.

3. Repeat this procedure with the two opposite ‘Corner Units’ and then slide in the two remaining connec-tions, adjust to 425mm and tighten to form a completed square.

4. Insert the 4 No ‘Leg Units’ fully in to the Corner Connectors and rotate each ‘Leg Unit’ so that the BaseFoot is positioned facing outwards, as shown on the drawing. Fully tighten the 8mm grub screws on eachof the 4 No Corner Connectors to lock the ‘Leg Units’ in place.

5. Using two operatives carefully turn the whole assembly over so that it is now the correct way up.

6. Lay the mesh panel on top of the assembly so that it is resting on the Mesh Connectors. Check that allof the fixing holes are clearly visible through the mesh panel.

7. Slide a large size plain washer on to one of the 30mm long bolts from the fixing kit. Insert the boltthrough the mesh panel and in to the hole in the Mesh Connector. Slide a small plain washer and then alocking washer on to the threaded bolt from below and screw a nut on to the bolt so that it is finger tight.Repeat this procedure for the remaining 7 No fixings.

8. The assembled unit can now be carefully lifted in to place using two operatives, ensuring that theRooflight Cover is kept directly between them and the rooflight at all times.

9. Once in position, check to see whether either the length or width of the cover needs to be reduced to fitthe size of the rooflight. If the standard size is correct go to Item 13 below.

10. If the width and/or length of the cover needs to be reduced, the size reduction must be a multiple of50mm, ie 100mm, 150mm, 200mm, etc. Once the size reduction has been confirmed, lift the cover awayto a safe location.

11. Undo the 8 No fixings and remove the Mesh Panel. Using a hacksaw carefully cut the mesh panel sothat the overall size is reduced by the required amount. Coat any cut ends using a suitable zinc rich paintfollowing the manufacturer’s directions, whilst ensuring compliance with COSHH Regulations.

12. On each of the four sides of the main frame loosen the 6mm grub screw on one of the Main Railtubes. Slide the ‘Corner Units’ closer together so that the overall frame size is reduced by the requiredamount in each direction and then re tighten the grub screws.

Repeat Items 6 to 8.

13. The overall height of the unit can be reduced, if required, by carefully (one side at a time) looseningthe 6mm grub screws on the Support Legs, sliding them down the Base Feet and then re tightening thegrub screws at the correct height. Once at the correct height the cover can then be levelled using thesame procedure. Please ensure that sufficient clearance is provided between the Mesh Panel and the topof the rooflight to allow for future cleaning.

14.When satisfied that the cover is assembled correctly check that all grub screws/ fixings are fully tight-ened.

Required Tools:- 6mm & 8mm Allen key, 17mm spanner, hacksaw, measuring tape, small level


• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health, Safety & Welfare) Regulations 1992, the Work at Height Regulations 2005.The frequency will depend upon the environment, location and usage but should be at least every 12 months.

• Visually inspect the complete installed assembly in relation to the general client's needs.

• Establish if any modifications and/or additional products are required to reflect any refurbishment requirements or additional plant & equipment which have been installed and require access.

• Check installation is complete as per the original installation drawing/plan.

• Ensure the cover has not been modified or tampered with by unauthorised persons.

• Check tubular assembly and all fittings for distortion, dents or cracks.

• Check all base feet are in contact with the roof membrane.

• Check all grub screws are in place, greased and sufficiently torque.

• Any galvanised components showing signs of corrosion should be wire brushed thoroughly and galvanised spray/paint applied as appropriate.If rusted significantly, take digital photographs and include these in the inspection report.

• Check condition and attachment of wire mesh including all fixings are in place. Ensure all fixings are greased and sufficiently torque.

• Check system plaque (where applicable) position & mark up to reflect date of the next required inspection. Establish if additional plaques are required due to any refurbishment works.

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INTRODUCTIONThe Safesite Mobile Valley Frame has been designed to provide shortterm protection when lifelines or guardrails are not provided. The systemis extremely compact, portable and easily assembled without the needfor tools, making it ideal for maintenance of valleys, northern lights andbox gutter details on fragile roofs such as asbestos and glass houses.

The Mobile Valley Frame comprises a lightweight steel tubular frame withremovable mesh side panels and wheel assembly giving completeadjustment for most box/gutter details.

Safesite's Mobile Valley Frame and mesh panels are fully galvanised toBS EN ISO 1461: Hot Dip Galvanised Coatings, Specification and testmethods. The wheel assembly is stainless steel to ensure non-corrosion andlong life whilst left on site in wet conditions.

The unit has been specifically designed to comply with the followinglegislation:

Construction Design & Management Regulations 2007

Work at Height Regulations 2005

The Construction (Health, Safety & Welfare) 1996

Workplace (Health, Safety & Welfare) Regulations 1992

MOB

ILEVA

LLEY

FRAM

E Safesite Mobile Valley Frame

MAX 350mm

MESH PANEL TOTAL WEIGHTMOBILE VALLEY FRAME

30kgBRACE UNIT

MAIN SIDE FRAMEMAIN SUPPORT

UNIT

WHEEL BOGIE

1500mm

MIN 300mm

2000mm

60


61

Mobile Valley Frame Specification

MAIN SIDE FRAME - VF 001This component is reversable for use on glass and fibreous cement sheets. Note the tube in contact with the cladding mustbe at right angles to the supporting sheeting rail/mullion. Material : galvanised steel to BS EN ISO 1461. Net weight : 11kg.

MESH PANELS - VF 100 & TOOL TRAY - VF 101These provide additional protection whilst carrying out maintenance & simply clip to the Main Side Frames. Material :galvanised steel to BS EN ISO 1461. Net weight : 4kg.The Tool Tray provides a platform to place tools/buckets on. Material : galvanised steel to BS EN ISO 1461. Net weight :2kg.

WHEEL BOGIE - VF 003This component is manufactured in 316 grade stainless steel with stainless steel bearings for long life. Net weight :1.8kg.

BRACE UNIT - VF 010 (INNER) VF 011(OUTER)This component provides stability to the Mobile Valley Frame whilst traveling along the valley gutter. The component ismanufactured in two diameters to allow the brace units to telescopically slide inside one another and lock at the desiredposition utilising the central & end L-bolts. Material : galvanised steel to BS EN ISO 1461. Net weight : 1.45kg. & 1.7kg.

MAIN SUPPORT UNIT - VF 002This component is the means of connecting the Wheel Bogie to the Main Side Frames utilising the L-bolts to lock thecomponents in position. Material : galvanised steel to BS EN ISO 1461. Net weight : 1.65kg.

ASSEMBLY

1. Lay out the equipment as detailed in the illustration (we suggest initially to do this atground level to familiarise yourself with the components).

2. Initially connect the wheel bogie to the main support unit. Adjust the height accordinglyto ensure the mobile valley frame will pass over roofing/cladding sheet when in use.Tighten the L bolt once set at the required height. This is now referred to as the wheelassembly.

3. Connect the wheel assembly units to either end of the main side frames.Partially tighten the L-bolts so that the main side frames can pivot.

4. Now assemble the two brace units, each supplied in two parts, that slide into oneanother. Once assembled partially tighten the L-bolt holding the two parts together.

5. Both operatives should now stand inside the mobile valley frame and lift the main sideframes via the centre horizontal rail of the side frames. Whilst one operative holds themain side frames in position the second operative can slide the braces over the ends ofthe top horizontal rail of the main side frames and tighten the L-bolts.

6. Now check the mobile valley frame is balanced accordingly and all components aretightened sufficiently.

7. Attach the side mesh panels to the mobile valley frame by hooking these over the tophorizontal rail of the main side frames.

8. The mobile valley frame can either be utilised in its current assembled configuration oralternatively when the operatives have reached the area where works are to be carriedout the system can be expanded.

To expand the mobile valley frame release one brace totally and detach this from the unit.Whilst one operative holds the centre horizontal rails of both side frames the secondoperative can carefully loosens the centre L-bolt of the second brace.The second operative should then hold both parts of the brace in his/her hands. Workingtogether both operatives can then gradually lower the main frames on to the roof membranetaking care not to drop the side main frames.

Note:- Do not stray outside the area of the mobile valley frame when accessing a givenarea.

Note:- The Valley Frame should be supported by a minimum of two purlins

2000mm

1500mm

370mm

400mm

1000 - 1800mm

310mm

380mm

1000mm

865mm

300mm

300mm

SPEC

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ION



• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health Safety & Welfare) Regulations 1992 & BS EN 365.The frequency will depend upon environment, location and utilisation, but should be at least every 12 months.

• Walk & visually inspect the complete system installation (where applicable) in relation to the general client's needs.Establish if any modifications, additional products are required to reflect any refurbishment or additional plant and equipment that has been installed and requires access.

• Ensure the system has not been modified/tampered with by unauthorised persons.

DETAILED COMPONENT INSPECTION:-Main Side Frame (2)• Check complete frame for distortion, cracks or dents. Ensure that this does not affect the fitting of the main support unit.• CHECK FOR ANY GENERAL CORROSION.

Main Support Unit (2)• Check complete main support unit for distortion, cracks or dents. Ensure that this does not affect the fitting of the wheel bogie and/or the main side frames.• Ensure the L-bolts are greased and operational.• Check for any general corrosion.

Wheel Bogie (2)• Check complete wheel bogie for distortion, cracks or dents. Ensure that this does not affect the fitting of the main support unit.• Check the condition of the wheels and tyres. Ensure wheels are fully operational.• Check for any general corrosion.

Brace Unit (2)• Check complete brace unit for distortion, cracks or dents. Ensure that this does not affect the slide telescopic fitting of the assembly.• Ensure the brace unit slides on to the main side frames.• Ensure the L-bolts are greased and operational.• Check for any general corrosion.

Mesh Panels (4)• Check complete mesh panels for distortion, cuts, holes, cracks or dents. Ensure that this does not affect the general rigidity of the panel.• Ensure the hooks are in place and easily fit to the main side frame.• Check for any general corrosion.

• Any galvanised components showing signs of corrosion, wire brush thoroughly and apply galvanised spray / paint as appropriate. If rusted significantly take digital photographs and include in inspection report.

• Once all other inspection points are completed, check that the whole device is fixed securely in position with no obvious distortions in balance.

• Check system plaque (where applicable) position & mark up system plaque to reflect date of the next required inspection. Establish if additional plaques are required due to any refurbishment works.

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Safesite Suregrip Walkway System

INTRODUCTIONWorking on roofs can be extremely dangerous, especially in wet or wintryconditions.

Safesite's Suregrip provides a means of access to and across roofs, allowingmaintenance or emergency work to be carried out in complete safety, even inhazardous conditions.

Ideal for use on flat, cladded or fragile roofs, Safesite's Suregrip is an adapt-able free standing walkway system. The system is constructed from weather-grade UPVC material which prevents deterioration from exposure to the ele-ments. The UPVC material also includes a unique patented non-slip surfacewhich provides a sure footing along the length of the system.

The system is completely free standing and does not require any fixingthrough the roof membrane. Stainless steel bolts join the components togetherto provide a maintenance free system. When required, Suregrip can be easilyremoved to allow routine roof work, such as gutter cleaning, to be carried out.Suregrip is manufactured in standard white or brown 3 metre lengths and isavailable in eight standard widths. 'T' bearers on each plank transfer the loadof the walkway to the roof membrane or deck. The system's flexible designallows all roof shape and sizes to be accommodated. Suregrip can also be cutand shaped to suite even the most awkward of roof details.

A Standard 3 metre panel length will require 9 pieces of T bearer runningcrossways. The HSE recommends minimum widths of 430mm (600mm whenmaterials are being carried), although this may not be possible in a guttersituation.

STEP UNITSSafesite Suregrip steps can be stepped and levelled up to 45° on most rooftypes. The steps can be either free standing or fixed to the roof covering.

LEGISLATIONSafesite Limited designs and manufacturers its equipment to the higheststandards. Suregrip has been designed to ensure compliance with a numberof regulations including:-

HSG 33 Health & Safety in Roofwork

Construction (Design and Management Regulations) 2007

Work at Height Regulations 2005

Construction (Health, Safety and Welfare) Regulations 1996

Workplace (Health, Safety and Welfare) Regulations 1992

BBA APPROVEDSURE

GRIP

SYST

EM

64


SUREGRIP PLANK - SG 001The Suregrip plank has a patented non-slip surface formed in the UPVC during manufacturing.Material : UPVC Widths available – 180, 285, 390, 495, 600, 705, 810 and 915mm. Net weight per plank : 0.612kg.per metre

SUREGRIP END CAP - SG 005These are fitted to the exposed ends of the planks. Material : UPVC. Net weight : 0.007kg. each.

SUREGRIP BEARER - SG 004This Bearer is utilised for internal factory floor areas or flat roofs.Material : UPVC. Can run longways/crossways. Net weight : per 15mm bearer 0.230kg. per metre.

SUREGRIP BEARER - SG 002This Bearer is utilised within box-gutter details or cladded/flat roofs.Material : UPVC. Can run longways/crossways. Net weight : per 75mm bearer 0.826kg. per metre.

75 37.5mm Max

17.5CUT BACK FOR EDGESKIRT.

CUT BACK TO ANGLE OFROOF VALLEY.RANGE (15º-22.5º MAX)

''Xº''

SUREGRIP VALLEY BEARER - SG 003This Bearer is utilised for valley gutter systems.Material : UPVC. Net weight : per bearer 0.433kg. per metre

180mm

2

285mm

3

390mm

4

495mm

5

600mm

6

705mm

7

810mm

8

915mm

9

Required Width

Number of Planks

PLANK/WIDTH SPECIFICATION GUIDELINES

75mm

75mm37.5mm

15mm

Cusion Bearer15mm or 75mm37.5mm crs

75mm

15mm

75mm

FIXING BOLT

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Safesite Suregrip Walkway System SpecificationSP

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• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health, Safety & Welfare) Regulations 1992, the Work at Height Regulations 2005.

• The frequency will depend upon the environment, location and usage but should be at least every 12 months.

• Clients should ensure a maintenance schedule of periodic cleaning is in place. Suitable liquid cleaner and water should be applied with a stiff brush to remove debris. If installed in a gutter, the walkway can beeasily removed to allow routine maintenance.

• Walk and visually inspect the complete installed system in relation to the general client's needs.

• Establish if any modifications and/or additional products are required to reflect any refurbishment requirements or additional plant & equipment which have been installed and require access.

• Check installation configuration is complete as per the original installation drawing/plan.

• Ensure the system has not been modified or tampered with by unauthorised persons.

• Check all UPVC components are in place and not damaged in any way. If components are damaged then photograph and include in report for remedial works.

• Check all stainless steel fastenings to ensure they are in place and sufficiently torque .

• Where applicable, check fixings to walls/structures


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68

Safesite Specialist Steel Fabrication

INTRODUCTIONThere will be occasions when standard systems are not suitable. In theseinstances, specialist bespoke designs will be required. Safesite's experienceddesign team are able to consider the risk assessments and method statementsof a specific operation and design a bespoke solution that will comply with cur-rent regulations.

Many designs require specialist fabrication of steelwork to provide gantries,guardrails, staircases, ships ladders, cat ladders, walkways and collapsibleguardrails etc. All steel work is galvanised to BS EN ISO 1461: Hot DipGalvanised Coatings Specification and Test Methods. In some instances, powdercoating in a selection of colours complying with BS 6497: Specification forPowder Organic Coatings, can be applied to enhance its appearance for aes-thetic purposes.

INSTALLATION - MILTON KEYNES2881m of System 2000 cantilever guardrail with specialist adapta-tions has been installed at The Shopping Centre, Milton Keynes, toprovide a complete roof edge protection system and to allow safeaccess to plant and machinery such as air conditioning units whichare housed on the Centre's roof. System 2000 has been specificallydesigned to provide edge protection where regular access for mainte-nance and inspection purposes is required. The system's distinctivecantilever principle enables edge protection without the need tomechanically fit it to the building's structure or through the roofingmembrane, which can lead to costly leaks. In addition, as the systemis not fixed to the roof, noise and disturbance to those working in theCentre was kept to a minimum.

As with many building's, it was important that the system chosen didnot detract from the aesthetics of the original centre so the main partof the installation comprises a powder coated system with squarebox sections, designed to mimic the Centre's existing system. Thishas also been installed to provide a demarcation system 2m from theedge of the roof.

Elsewhere, a series of Mobile Man Anchors, connected together via1800m of 8mm stainless steel cable, provide a fall arrest/restraintsystem for short term work. This allows workers complete 'handsfree' protection when working at or near the roof's edge.

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69

INSTALLATION - FRAGILE ROOF PROTECTIONThe flexibility of systems means that they can be adapted anddesigned to overcome a specific problem. This was the case wherean edge protection system was designed to overcome the problem ofcarrying out maintenance on a property's fragile roofs. As with manybuildings, regular access is required to the roof to enable mainte-nance work to be carried out on the roof itself as well as to the val-ley/box gutters. However, as the roof is made from asbestos sheet, afragile material, a method needed to be found to ensure the safety ofworkers at all times. Normal edge protection would provide protectionat the edge of the roof, but there was still the problem of preventingworkers from falling through the fragile asbestos sheeting.

The solution has been the installation of a combination of Safesite'sSystem 2000 cantilevered guardrail to provide permanent edge

protection and a mesh system which is laid on to the asbestos sheet,over at least two purlins, and then clipped to the cantilever tube forsupport, ensuring protection for anyone falling onto the side of thevalley. The specially designed Safesite system enables access to theroof and allows operatives to carry out maintenance work to the roofand valley gutter in total safety and in compliance with the Work atHeight Regulations 2005.

Falls through fragile material surfaces account for more fatal acci-dents than any other cause, while falls during maintenance areresponsible for around a quarter of deaths. The Work at HeightRegulations require the provision of suitable platforms, coverings andsafe access to be provided to the work area. Where a valley is usedfor access, precautions must be taken to prevent a person from

falling through the material. If regular access along the valley isunavoidable, then temporary measures such as Safesite's MobileValley Frame or permanent solutions must be provided.

SPECIALIST FABRICATION RE-CERTIFICATIONAs these are bespoke products, re-certification requirements will be recom-mended with each installation.


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Safesite Eyebolt, Roof Anchors & Ladder Restraint Service

INTRODUCTIONExternal works often require access from the inside of a premises as well asfrom the outside, for example, window cleaning or minor maintenance opera-tions. In these cases, eyebolts, roof anchors and ladder restraints are the mostcommon and user friendly solution to ensuring operative fall arrest safety.

LEGISLATIONBS 8213 Par 1: Windows, doors and rooflights provides guidance for designerson the reach limits in relation to cleaning. Should these limits need to beexceeded, then suitable anchorage points in accordance with BS EN 795:Protection against falls from height anchorage devices - Requirements andtesting, need to be provided for the operative to attach via a lanyard and har-ness. These structural anchorage points should be installed and tested to BS7883: Application and use of anchor devices conforming to BS EN 795.

Regulation 16 of the Workplace (Health, Safety and Welfare) Regulations dealswith the ability to clean windows etc safely. Under the Regulation, paragraph156, “suitable provisions should be made so that windows and skylights canbe cleaned safely if they cannot be cleaned from the ground or other surface.”Suitable provisions may include the fitting of access equipment or providingsuitable conditions for the future use of mobile access equipment, includingladders up to 9 metres long. Where a ladder over 6 metres is required, suit-able points for tying or fixing the ladder should be provided. Suitable and suit-ably placed anchorage points for safety harnesses should also be provided.

The Work at Height Regulations 2005 require that the employer/buildingowner has a rescue plan and policy in place for all fall arrest systems. (seepages 94-99)

INSTALLATIONInstallation is carried out in accordance with BS 7883. In relation to fall arrestproducts installed in brickwork or concrete, it is necessary to place an axialproof load test of 6kN for 15 seconds to confirm the fixing. In the case ofthrough fixing, these are set to a torque of 35Nm. Ladder restraints require atensile proof test load of 2.4kN for 15 seconds.

ANNUAL RE-CERTIFICATIONFall arrest products should be re-certified in accordance with BS EN 365:Personal Protective Equipment against falls from height - General require-ments for instructions for use and for marking. This can be carried out bySafesite as a service contract and included within the quotation for the system.

Where ladder restraints are concerned, there are no requirements for annualre-certification, however, the straps, ratchet and “J” hooks must be visuallyinspected by a competent person every time they are used.

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INSTALLATION - NATIONAL BALLETA number of permanent fall arrest eyebolts have been installed to enablesafe maintenance to be carried out at the English National Ballet's head-quarters at Markova House in London. Named after Dame Alicia Markovawho was a co-founder of the English National Ballet, Markova House is alisted building. This meant that as well as providing a fall arrest solution,the installation also needed to complement the aesthetics of the building.Safesite's eyebolts provided the perfect solution by blending in with thebuilding's façade and allowing general maintenance work or windowcleaning operations to be carried out without a threat of workers falling.

Safesite offers both permanently installed eyebolts such as those used atMarkova House, or pushlock systems where the sockets are permanentbut the eyebolts can be removed when not in use. The eyebolts are avail-able in a standard galvanised steel, stainless steel

finish or can be white plastic coated. So that the installation did notdetract from the building's aesthetics, white plastic coated eyebolts werespecified for Markova House.

INSTALLATION - WOLVERHAMPTON WANDERERS FCSafesite's eyebolts have been installed at Molineux, the prestigious homeof Wolverhampton Wanderers Football Club to ensure complete safetyduring maintenance work at the Club's new stands.

Following the £20 million redevelopment of the Stadium, maintenancework to the new Jack Harris, John Ireland, Stan Cullis and Billy WrightStands required frequent access to high level areas. Safesite carried out aprofessional inspection and risk assessment of the stands in conjunctionwith the Club's Management. With Safesite's comprehensive understand-ing of current health and safety legislation governing working at height,combined with an extensive range of

products, it was decided that safe access to all the high level areas of theStan Cullis and Billy Wright Stands was best achieved using threeSafesite fall arrest systems. High level access to the Jack Harris and JohnIreland Stands required separate assessment due to their differing archi-tecture. Here it was decided that permanent fall arrest eyebolt fixingswould provide the best anchorage protection for operatives working athigh level.

NOTE: When using fall arrest equipment such as eyebolts, it is essentialthat only “fall arrest anchorages” manufactured and installed to therequirements of BS 7883 and BS EN 795 are used and that the work iscarried out by qualified companies experienced in the field of fall arrestinstallation.


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Safesite Eyebolt Specification

PUSHLOCK EYEBOLT AND INSERT - EB 101BQuick release mechanism for Eyebolt removal • Stainless Steel 316 grade • Weight : Eyebolt: 0.3kg.

Insert: 0.204kg.

PUSHLOCK EYEBOLT AND INSERT - EB 101LQuick release mechanism for Eyebolt removal • Stainless Steel 316 grade • Net weight : Eyebolt: 0.3kg.

Insert: 0.3kg.

POLYESTER COATED EYEBOLT - EB 100WPWhite polyester coated finish BS 6496 : 1984 and BS 6497 : 1984 • Mainly for internal fitting • Drop forged Netweight : 0.23kg.

100

Throughfix Cavity Wall

Dry Lining

Resin Bond

Stand off fix

75

Expansion anchor, resin bond orthroughfix for concrete structures

150 Clear Opening

Access boxResin Bond

Resin Bond into load bearing masonry55

175

Throughfix Steelwork

100mm GALVANISED EYEBOLT - EB 100GGalvanised finished BS EN ISO 1461 • Internal/External fitting • Drop forged • Net weight : 0.23kg.

100mm STAINLESS STEEL EYEBOLT - EB 100SSStainless Steel 316 grade finish • Internal/External fitting • Drop forged • Net weight : 0.235kg.

APPLICATIONCleaning windows may expose the window cleaner to potential fall risks. Inthese instances one may specify eyebolts in order to provide a Class A1anchorage point to which a shock absorbing lanyard can be attached.The lanyard is then connected to the full body harness being worn bythe operative .

General guidance concerning reach limits and cleaning is provided within BS8213 : Part 1 : 2004 Windows doors and rooflights

INSTALLATIONSafesite Eyebolts are installed and comply with the recommendations of BSEN 795 : 1997 and BS 7883 : 2005. The given structure must be of adequateconstruction to be able to sustain the likely imposed loads, this to be confirmedby a qualified Engineer.

PRODUCTSafesite Eyebolts are statically tested to 12kN and available in standardgalvanised finish to BS EN ISO 1461 : 1999 or Polyester White Gloss to BS6496 amended 1992 and BS 6497 amended 1992 or stainless steel 316grade. The structure determines the method of fixing as illustrated in thediagrams.

MAINTENANCE - RE-CERTIFICATIONBS EN 365 : 1993 Personal Protective Equipment against falls from height -General requirements for instructions for use and for marking.

The re-certification procedure entails the removal of the eyebolt for visualinspection purposes to check for deterioration, re-insertion of the eyebolttogether with a new identification tag providing the installation and re-testingdates. The eyebolt is then tested in tension to 6kN for 15 seconds by acompetent person. Though fix eyebolts require the same examination, theeyebolt is then reinserted and the back nut torqued to 35Nm.

Once re-certification is completed the client is issued with the necessarycertification and the Safesite database is updated accordingly.

LOCKED

225

Resin Bond solid brickworkgreater than 225mm

140mm

140mm

140mm

170mm

96mm

165mm

65mm

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Complies with BS EN 795 Class A1 Anchorage Devices

IDENTIFICATION DISK - EB 106Safesite Personal Protective EquipmentWasher • Used with all Eyebolt installations • Net weight : 0.003kg.

SAFESITE PORTABLE ANCHORAGE POINT - EB 107BThis anchorage point is fully adjustable (0.3-1.2m) and can be positioned in door reveals. Material : 316 gradestainless steel. Net weight : 8kg.

GALVANISED BACK PLATE - EB 105Galvanised finish • Used on through fix as backing plate • Net weight 0.014kg.

STAINLESS STEEL BACK PLATE - EB 104Stainless Steel • Used on through fix as backing plate • Net weight : 0.01kg.

KNURLED INSERT - EB 10375mm Long galvanised • Used on Eyebolt resin fix installations • Net weight : 0.068kg.

CONNECTOR M12 - EB 102• Galvanised • Used to extend fixings • Outside Dia 16mm • Net weight : 0.08kg.

SAFESITE PORTABLE ANCHORAGE POINTEyebolts cannot always be fitted for structural reasons, for example, dormer windows where the con-struction is mainly timber or dry lined. In many instances anchorage points are required to carry outshort term inspections or maintenance and these very often are not provided. The Safesite PortableAnchorage Point is the ideal solution. This anchorage point is fully adjustable and can be positioned indoor reveals up to 1.2 metres wide. The anchorage point is fully tested to BS EN 795. Material 316grade stainless steel. Breaking strength 1 tonne. Component net weight is 8kg. Annual inspection isrequired by a competent person.

100mm

75mm

O/D 64mm

O/D 64mm290mm

1000mm

A TYPICAL EYEBOLT POSITION

A TYPICAL EYEBOLT POSITION

MAXIMUM REACH LIMITS

2150mm

290mm

150mm

1100mm

610mm

850mm

1300mm

O/D 64mm

adjustable 0.3-1.2m


Safesite Roof Anchor Specification BS EN 795 Class A2

TIMBER RAFTER ANGLE PURLIN Z PURLIN MULTIBEAM PURLIN

A Anchor Bolt: 316 grade S/S 5/8 UNC thread.B Threaded Bush BZP M/S 5/8 UNC thread 70mm/100mm

to suit roof build up.C BZP M/S Bush / Collar 40mm.

D1 Clamp/Bracket BZP M/S manufactured to fit Rafter /Truss / Purlin.

D2 Bracket BZP M/S manufactured to fit Purlin Type.E M/8 M/S Nuts + (Bolts) Studs.F1 Rafter / Truss.

F2 Steel Purlin / H Beam Angle Purlin / T Purlin.G Angle Plate.H Wooden Packer (if required).I Longlife Rubber Weather Seal.J Lead Slate Piece (if required).

lead slateclosure

main roofrafter

Clamp Fabricatedfrom 50 x 6 M.S.

M16 stainlesssteel eyebolt

M16 nuts

Vertical adjustment by slotted HLS

Longlife rubberweather seal

This product is designed to be used as an anchor point by personnel working on pitched roofs.The designed system consists of a stainless steel eyebolt and steel clamping system that utilis-es the structural members of the roofs construction for support. The system is fully tested andcompliant with BS EN 795 class A2 : Re-certification is required annually in accordance to BSEN 365.The anchor is manufacturered to clamp around the following structural members:- Timberrafter, Angle Purlin, Multibeam B, Multibeam Purlin, Z-Purlin, I-Beam etc. When used on SC3Grade minimum timber trusses the clamps can accommodate rafters from 97mm x 41mmthrough to 125mm x 52mm. The system can be extended to accommodate larger rafter sizesand these anchors can be designed to order.Waterproofing is achieved via a piece of lead slate complete with long-life rubber weather seal.

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RE-CER

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TION • Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health Safety & Welfare) Regulations 1992, BS EN 365 & BS 7883.


• Check the system & configuration still serves the client's needs. Establish if any modifications, additional products are required to reflect any refurbishment or additional plant and equipmentthat has been installed and requires access.

• At least once every 12 months each anchor device and its structural steelwork should be examined by a competent person.

• Remove the demountable components and thoroughly examine for wear, defects & corrosion,

• Re-assemble all the components if satisfactory.

• After being re-assembled, each structural anchor should be submitted to an axial pull-out force of 6kN to confirm the soundness of the fixing.The structural anchor should sustain the force for a minimum of 15 seconds without deformation.

• Structural anchors that fail the test should be rejected.

• After testing, the structural fabric should be carefully examined for cracking or other signs of failure, and appropriate action taken if necessary.Should the structure fail, the hole should be plugged so preventing re-use and the device relocated in a sound structure.

• Should any given anchorage restrain a fall, then the eyebolt must be removed and discarded, the socket be plugged and a new anchorage fitted in a nearby suitable position.

• Anchorages in buildings which have been subject to fire and high temperature, impact damage or any similar detriment should be renewed.


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Safesite Ladder Restraint Specification

LADDER RESTRAINT HOOK - LR 001Stainless Steel “J” hook -– 316 grade • Net weight : 0.1kg.

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1

LADDER RESTRAINT RATCHET AND STRAPS - LR 003-(3m)/LR 006-(6m)Ladder Restraint Straps - Manufactured to BS 5759 : 1987. Straps complete with snap hook and ratchet • NylonStrap • Orange • Rated assembly strength 0.25 tonnes. Minimum breaking strength 0.5 tonnes • Nylon Strap Netweight : 0.21kg. • Ratchet Strap Net weight : 0.42kg.

External window cleaning and general maintenance operations often require the use of laddersas a means of access. Statistically over 50% of accidents involving ladders occur due toineffective means of securing and where the duration of works is 30 minutes or less. Generallyladders should only be used as a means access and not as a working platform. It is essentialthat three points of contact are maintained and overstretching must be avoided.

LEGISLATIONThe Workplace (Health, Safety and Welfare) Regulations 1992 state “ Where a ladder over 6metres long will be needed, suitable points for tying or fixing the ladder should be provided.Further information concerning access for cleaning is contained within BS 8213 : Part 1:Windows, doors and rooflights

INSTALLATIONThe “J” hooks are resin fixed to the structure at approx 2-4m centres. Where possible they areinstalled at a height of approx 1.8 - 2.0 metres above the ground. Once installed they are test-ed to a tensile load of 2.5kN for 15 seconds.

SYSTEM APPLICATIONLadder Restraint Straps are reefed around the outer style of the lower section of the ladder(using the loop in one end of the strap) at a position closest to the “J” hooks. This means thatthe strap will be as short as possible when attached to the hooks. Straps may be left on theladder during the working day.The straps are attached to the “J” hooks by means of the strap hooks. Slack is taken out of thestrap by pulling excess through the ratchet. The straps are then put into tension via utilising theratchet device.

The system is now ready for use by the operative. For further safety the operative can utilise awaist belt and karabiner thus providing a work positioning system at the desired height.

If hook positions dictate that the ladder must be positioned directly above a single hook thenboth straps can be linked back to the same hook and the system used as normal.To release the system simply pull the spring loaded clip mounted on the ratchet device and pullthrough the webbing.

MAINTENANCEEvery time the system is used a visual inspection of the straps must be carried out by a com-petent person to check for wear and abrasion. The “J” hook and surrounding structure shouldalso be inspected for general deterioration by a competent person. There is no legal obligationto pull test the ladder restraint “J” hooks.

The above diagram shows the recommended height for ladder restraints to be installed (1.8m). The black solid lad-der drawing shows the initial position and the two red drawings indicate the next ladder positions all utilising justtwo ladder restraint "J" hooks installed at 2-4m centres. It is generally recommended that the ladder should beutilised at 75º.

75mm

50mm

LADDER POSITION

LADDER RESTRAINT HOOK SPACING CAN VARY(2-4m) GENERALLY

RACHET LADDERSTRAP FIXEDTO LADDER

LADDER ANGLE CAN VARY

1.8m

50mm

Ø12mm

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RE-CER

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TION • Although there is no legal obligation to recertify ladder restraints, there is a general requirement under Regulation 5 of the Workplace (Health, Safety and Welfare) Regulations 1992 to inspect

and record the general condition of the restraint system in order to provide a maintenance schedule that is available for inspection.

• Check the system & configuration still serves the client's needs. Establish if any modifications, additional products are required to reflect any refurbishment or additional plant and equipmentthat has been installed and requires access.

• It is recommended that each ladder restraint and its structure should be examined at least once every 12 months by a competent person.

• Each structural anchor, after being examined should be submitted to an axial pull-out force of 2.5 kN to confirm the soundness of the fixing.The structural anchor should sustain the force for a minimum of 15 seconds without deformation.

• Structural anchors that fail the test should be rejected.

• After testing, the structural fabric should be carefully examined for cracking or other signs of failure, and appropriate action taken if necessary.

• Should the structure fail, the hole should be plugged so preventing re-use and the device relocated in a sound structure.

• Ladder restraints in buildings which have been subject to fire and high temperature, impact damage or any similar detriment should be renewed.


Safesite Ladder Restraint Re-Certification

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INTRODUCTIONEmployers have a duty under the Health & Safety at Work etc Act 1974 to provide a safemeans of access and egress to the workplace. There is also an obligation to ensure thatwork equipment is safe, properly installed and maintained. See Legislation pages 4-6.Additional guidance on fixed ladders can be found in BS4211 which specifies the require-ments for ladders with single bar rungs which are fixed permanently to structures to providea means of access. This includes usage on high structures such as chimneys, silos andbins.

MAINTENANCE & RECERTIFICATIONEach time a ladder is used, a visual inspection must be carried out by a competent person tocheck for wear and abrasion. Regular checks to certify that the fittings, hinges, anchorpoints, supports and mounting points are rigid and stable enough to ensure the safety ofusers must also be carried out.

Periodic inspections by a competent person are required under Regulation 5 of the Workplace(Health, Safety & Welfare) Regulations 1992, the Work at Height Regulations 2005 and BS4211.

When inspecting or recertifying a ladder, a risk rating must be determined by considering itsphysical compliance and factors such as lighting levels, environment, housekeeping, proximityof adjacent services etc. (See Risk Assessment pg 9)

FALL PROTECTIONFall protection must be provided when the ladders is more than 2m high or if there is a risk offalling more than 2m, for example if there is an unprotected side to the access platform (orsimilar structure) or if radius from the centreline of the ladder is less than 3m.

A passive protection system such as a safety cage would be the preferred choice, howeverwhere this is not possible then individual protective equipment should be provided.

Fall arrest systems should be fitted in accordance with BS EN 363 . If a guided type of fallarrester is fitted then this must be in accordance with BS EN 353-1 or BS EN 353-2.

Any unauthorised access must be prevented through the use of suitable safeguards such aslocking devices.

Safesite Fixed Ladder

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Safesite Fixed LadderRISK RATINGSEach ladder should be assessed and assigned a risk rating to enable further actionsto be prioritised using the following risk level indicator based on BS8800:2004.

Based on the risk level estimations, recommendations are made using thefollowing control plan:

Likelihood Severity of Harmof Harm Slightly Harmful Harmful Extremely HarmfulVery Unlikely Very low risk Very low risk High riskUnlikely Very low risk Medium risk Very high riskLikely Low risk High risk Very high riskVery Likely Low risk Very high risk Very high risk

Risk Level Tolerability: Action GuidanceVery low Considered acceptable, maintain existing controls

May be upgraded when other works are doneLow Considered acceptable, maintain existing controls

Consideration should be given to whether the risk can bereduced but the associated costs should be taken into accountAction within 2 years

Medium The possibility of a fall can not be ruled outRemedial works or changes to working practices may beappropriateA full risk assessment of all work activities involving theequipment should be undertakenAction within 1 year

High Significant risk of a fall occurringRemedial works may be requiredAction required within 3 monthsImmediate control measures may be required until the riskcan be reduced to an acceptable level

Very high A substantial and unacceptable risk that a fall could occurRemedial works are very likely to be requiredAction recommended within 6 weeksImmediate control measures should be put in place until therisk has been reducedA full risk assessment of all work activities involving theequipment should be undertaken

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As stipulated in the Workplace (Health, Safety and Welfare) Regulations 1992, ACOP and BS4211,the following principle criteria should be used when assessing the compliance of each ladder.

• Fixed ladders should not be used where it would be practical to install a conventional staircase• The ladder should be of sound construction, properly maintained and securely fixed• Assembly should be sufficiently rigid and stable to ensure safety of the user under normal

conditions• Handrails should extend at least 1100mm above landing• Stiles should extend to the height of guarding• The ladder should not exceed 6m without an intermediate landing• Hoops should be fixed if the ladder exceeds 2.5m• Fall protection, preferably passive such as cages, should be provided if there is a risk of

falling more than 2m• Hoops should be a maximum of 900mm apart• Hoops should not exceed 1500m apart with uprights not more than 300mm apart• The width between the strings should be between 300mm (400mm preferred) and 600mm• Handrails should open out to between 600mm & 700mm above the landing• Rungs must withstand 1.5kN and have a diameter of 20-35 mm• The top rung should be level with the platform• Rise between rungs should be 225mm to 300mm• A minimum of 200mm clear space should be behind each rung• Clear space on the user side should be 600mm

EXAMPLE DATA SHEETOnce the Risk Ratings and Compliance Criteria have been determined, a typical ladder date sheetwould be as follows:

Safesite Fixed Ladder

Dimension Observed Criteria ComplianceHeight between rungs 220 225-300 xWidth between strings 305 300-600 xClear toe space 400 >200 √Partial toe space 400 >150 √Diameter of rungs 15 20-35 xHeight of ladder 2860 6000 landings √Fall protection provided No Fall >2000 xHeight to cage N/A 2200-3000 √Cage diameter N/A 650-800 √Sq cage depth N/A 700-800 √Sq cage width N/A 650-700 √Distance between cage rails N/A <300 √Height between cage hoops N/A <1500 √Top cage hoop at handrail N/A Level √Height of handrail at top 550 partial >1100 xWidth of strings at top 220 600-700 xTop rung level with landing Yes Level √Clear distance behind user 1000+ >600 √Secure fixings Yes Secure √Sufficient fixings Yes Varies √Rigid strings Yes Stiff √Clear of traffic routes Yes No hazard √Clear of services Yes No hazard √Lighting level Yes Adequate √Floor surfaces clean/clear Yes Avoid slips/trips √Is ladder appropriate No Stairs practical? xComments: This ladder appears to be fabricated locally and does not meet a number of thedesign criteria. For example, the hand holds and rails at high level are poor and transfer downonto the ladder is not easy. There is space available to install a proper staircase if access isrequired on a regular basis. The roof to which access is gained is also poorly organised and maynot be strong enough to support a person's weight throughout and there are no delineated routesor guardrails.


Safesite Mobile Man Anchor

INTRODUCTIONThe CE Approved Mobile Man Anchor is an item of Personal ProtectiveEquipment (PPE) which has been specifically designed to provideshort term safety for low frequency operations where guardrails arenot provided. The unit is ideal for short term maintenance opera-tions to flat roofs or to the plant and equipment installed at roof levelsuch as AC units, telecommunications equipment etc.

Safesite's Mobile Man Anchor is extremely compact, portable, easilyassembled and features a unique design incorporating a shockabsorber which reduces the total weight of the unit, making theproduct more “user friendly”. The Mobile Man Anchor has beendesigned to be used with an approved shock absorbing rope graband rope and full body harness to provide safe access at all times.

The unit is fully galvanised to BS EN ISO 1461: Hot Dip GalvanisedCoatings Specification and test methods. The Anchor Weights aresupplied with suction cup rubber boots. These protect the roofmembrane, increase friction resistance and enable the anchor tobe used on all roof membranes, even in wet weather.

The Mobile Man Anchor fully complies with BS EN 795: Protectionagainst falls from height - Anchor devices - Requirements and testing.

The unit has also been designed to ensure compliance with thefollowing Regulations:

Construction (Design & Management) Regulations 2007Work at Height Regulations 2005Construction (Health, Safety & Welfare) Regulations 1996Workplace (Health, Safety & Welfare) Regulations 1992Manual Handling Operations Regulations 1992

BUILDING HEIGHT & SAFE WORKINGIt is essential that a risk assessment is carried out by a competentperson to ensure that the product is used safely. Part of theassessment will consider the building’s height and the combinationof PPE to be used in conjunction with the Safesite Mobile ManAnchor.

Safesite recommends that, as far as reasonably practicable, theMobile Man Anchor should be used as a fall restraint solutionrather than fall arrest. When used for fall restraint, the Mobile ManAnchor must be used in conjunction with PPE that prevents the

operative from reaching the leading edge. The Mobile Man Anchorshould then be positioned so that the rope remains taught as theuser approaches the edge.

If the above is not possible and a fall arrest solution is requiredthen a sufficiently detailed risk assessment, method statement andrescue policy must be produced by a competent person. Care mustalso be taken to use the correct combination of PPE to minimizethe distance & consequence of a potential fall.

Generally the length of the shock absorbing rope grab deviceshould not exceed the height of the building in order to avoid thepossibility of the pendulum effect. To prevent this, the Mobile ManAnchor should be placed perpendicular to the leading edge wherethe operative is likely to be working. The rope grab line shouldremain taught at all times when working at the leading edge.

No part of the Mobile Man Anchor should be placed closer than2.5m from the nearest roof edge. The unit should not be placed onany surfaces affected by ice, grease or similar slippery conditionswhich may impair the performance of the unit.

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ROOF PITCH & SAFE WORKINGThe Mobile Man Anchor can be used on any flat roof or industrialsteel cladded pitched roof up to 15° pitch provided that the unit ispositioned on the opposite pitch to where the operative intends towork. When placed on a roof slope, the Mobile Man Anchor mustbe at least 2.5m from the ridge. In all cases, the roof structuremust be capable of taking the load of the Mobile Man Anchor(250kg) combined with the weight of the operative, plus anyadditional equipment required.

LEGAL REQUIREMENTSThe Work at Height Regulations 2005 require that the employer/building owner has a rescue plan and policy in place for all fallarrest systems. (See pages 94-99)

TESTING & CE APPROVALSafesite's Mobile Man Anchor has been extensively tested by SATRAto BS EN 795: Protection against falls from a height - Anchor devices- Requirements and testing. The unit was tested on the following roofsurfaces and has been awarded CE Approval accordingly.

Single Ply Membrane Paving SlabsHT Mineral Grade Felt AsphaltSwept Stone Chippings Steel Cladding

EN 795 TEST PROCEDUREThe test involved a 100kg weight freefalling a distance of 2.5m to reach amaximum velocity. The Mobile Man Anchor then had to bring this force toa complete rest within a horizontal movement not exceeding 1.0m. Thiswas achieved via the extension of the shock absorber coupled with hori-zontal movement of the complete unit. This test was then successfullyduplicated using a 120kg weight. Full independent test documentation isavailable upon request.

In addition to the above testing, the Mobile Man Anchor has also beentested with a shock absorbing rope grab device with 14mm twisted ropeconnected to the shock absorber of the Mobile Man Anchor over steel &concrete sharp edges, thus representing on site usage of the system. Thesame test load as BS EN 795 was applied to the system. This testing suc-cessfully demonstrated the compatibility of the shock absorbing rope grabdevice with 14mm twisted rope when used horizontally in combinationwith a Safesite Mobile Man Anchor over sharp edges.

EN 795 REVIEWThis standard has recently been reviewed. As a consequence the 100kgtest weight remains unchanged, but the free fall distance has beenchanged from 2.5m to 1.5m. Once this dynamic load has been applied anadditional 100kg static load is then applied, thus representing an extremerescue situation where a rescuer has no choice but to abseil to the casualty.

LINKED MOBILE MAN ANCHOR SYSTEMSSee Fall Arrest and Restraint Linked System. (See pages 90-93)

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MOBILE MAN ANCHOR EXTENSION ARM - MMA 003This unit is utilised to connect the second and third weight of each arm to the cross frame. Material : galvanisedsteel to BS EN ISO 1461. Net weight : 2.5kg.

MOBILE MAN ANCHOR CROSS FRAME - MMA 001This unit is the heart of the system and provides the means of connecting the man anchor weights to the shockabsorber anchorage point. Material : galvanised steel to BS EN ISO 1461. Net weight : 13.6kg.

MOBILE MAN ANCHOR WEIGHT - MMA 002This component is one of twelve that are used to provide the overall weight of the system. Material : galvanised steelto BS EN ISO 1461. Net weight : 19kg.

SHOCK ABSORBER - MMA 007This component absorbs the shock loading should an operative fall whilst connected to the Mobile Man Anchor. Thecomponent is designed to be disposed of should it be activated. Material : bright zinc plated steel. Net weight : 0.85kg.

L-BOLT - MMA 005 & HANDLE - MMA 006The L-Bolt provides the means of securing the components to the system. Material : stainless steel A2-50 grade. Netweight : 0.13kg. The Handle provides the attachment of the shock absorber to the Mobile Man Anchor Cross Frame.Material : stainless steel A2-50. Net weight : 0.285kg.

LINKED MOBILE MAN ANCHOR - CABLE SUPPORT POST - MMA 004This item can be fitted to the standard cross frame. This arrangement links a series of Mobile Man Anchor utilising theSafesite horizontal line system. This provides a fall restraint/arrest system that has the advantage of being free standingas opposed to being traditionally fixed to the structure. Mobile Man Anchor centres 10m. Material : Mobile Man AnchorCross Frame : galvanised steel to BS EN ISO 1461. Net weight : 13.6kg. Cable Support Post : Stainless steel AISI 316Lgrade. Net weight : 0.885kg. (This code relates to the Support Post ONLY, not the Cross Frame and Support Post.)

RUBBER BOOTS - MMA REP BOOTSSet of 12 replacement rubber boots for MMA 002.

96mm

140mm

152mm

92mm

257mm

307mm

950mm

300mm

250mm

50mm

515mm

950mm

200mm

50mm

61mm

O/D12mm

O/D 38mm

Safesite Mobile Man Anchor SpecificationSP

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ASSEMBLY OF MOBILE MAN ANCHORCE BS EN 795 : 1997

TOTAL WEIGHT OF COMPLETE ASSEMBLY250kg.

15º MAXIMUM

2.5m MINIMUM

2.1m

2.5m MINIMUM

SEEPAGES 30-31MINIMUMHEIGHT

REQUIREMENTS

FLAT ROOFSAFE WORKING PRACTICE

CONNECT THE SHOCK ABSORBINGROPE GRAB DEVICE (or fixed length lanyard)

TO THE MOBILE MAN ANCHOR SHOCKABSORBER ONLY

MOBILE MAN ANCHOR USER INSTRUCTIONS• Please ensure all operatives have read fully and understood all instructions for the safety equipment

before using and completed a comprehensive risk assessment for each roof and/or roof membrane.

• Only one person to be connected at any one time.

• Recommended maximum weight of person 136kg.

• On a flat roof make sure that the Mobile Man Anchor will be used at least 2.5m from the edge of theroof. See diagram.

• See page 31 for Minimum Height Requirements.

• When used on steel cladded roofs up to 15° pitch always place the Mobile Man Anchor on the oppositepitch to the one you are working on. Always position the Mobile Man Anchor a minimum of 2.5mfrom the ridge on the opposite pitch. When working on the verge detail remember to position theMobile Man Anchor at least 2.5m from the verge and only work opposite the Mobile Man Anchorin order to avoid the pendulum effect down the façade of the building.

• Sweep any loose materials from the surface of the roof covering where the Mobile Man Anchor willbe placed. (Do not use on icy, greasy or any slippery surfaces that may impair the Mobile ManAnchor's performance.) Ensure that the rubber boots are in place and in good condition before using.

• Slide 1 Mobile Man Anchor Weight onto each of the cross frame legs and tighten the locking handlesin a clockwise direction. See diagram for exact layout.

• Slide 1 Extension Arm onto each of the cross frame legs and tighten the locking handles in aclockwise direction. See diagram for exact layout.

• Slide a further 2 Weights onto each of the Extension Arms and tighten the locking handles in aclockwise direction. See diagram for exact layout.

• Connect karabiner (or similar approved clip) of the shock absorbing rope grab device (or fixed lengthlanyard) only to the loose end of the spring shock absorber on the Mobile Man Anchor.

• Never connect to any other part of the Mobile Man Anchor. Check the spring shock absorber is ingood condition and that it is not stretched or damaged in any way. If the spring is elongated do notuse the unit and return the whole assembly to Safesite Limited for repair / replacement.

• All operatives must read & fully understand all PPE instructions before using with the Mobile Man Anchor.

• Once the operative is wearing the harness connect the karabiner on the end of the shock absorbingrope grab device (or fixed length lanyard) to either of the chest or rear D-Rings of the harness.

• Make sure all connections are fixed correctly and that the system has been assembled correctly.The system is now ready for use.

• If you are in any doubt please contact Safesite's Technical Department on 01293 529977.

Complies with BS EN 795 Class E Anchorage DevicesAS

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PITCHED ROOFSAFE WORKING PRACTICE

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84

Safesite Mobile Man Anchor and 14mm Rope Grab OperationSafesite Mobile Man Anchor and 14mm Rope Grab OperationThe rope grab has to be opened to position the rope correctly.Open the rope grab device as follows:-

Pull lever (2) down and push fully into the opening to disengage the pressure pin (3) . The device willnow open. (Figure A, B & C)

Note: Ensure the rope grab is attached to the rope with arrow (1) pointing towards the SafesiteMobile Man Anchor.

Place the rope in the device, ensuring arrow (1) is still pointing towards the Mobile Man Anchor. Closethe device and it will automatically lock. (The lever will return to the original position). Check that thedevice slides freely on the rope when the eyelet (5) is pulled downwards. (Figures D, E & F)

Attach the end of the rope to the Safesite Mobile Man Anchor spring/shock absorber using an EN 362connector. (Figure G)

The device can be used in either AUTOMATIC mode for vertical access use (Ladder) or MANUALmode, when using along horizontal surfaces or inclined planes (roof).

MANUAL mode is the recommended option when using in conjunction with the Safesite MobileMan Anchor on flat or inclined roofs.

When using in MANUAL mode, the selector (4) is down. Remove selector (4) from the securing pin (8)and bring it to rest against the end stop (6). This will ensure that it can only slide along the rope bymanually operating the pincher arm (7) (Figures H & I)

In AUTOMATIC mode, selector (4) is up. In this position the device follows the user as they moveupwards or downwards and, in the case of a fall, instantly locks on the rope. (Figure J).

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Figure F Figure G Figure H Figure I Figure J

Figure A Figure B Figure C Figure D Figure E


86

Safesite Mobile Man Anchor and 16mm Rope Grab OperationThe rope grab has to be opened to position the rope correctly.Open the rope grab device as follows:-

Holding the rope grab, move the Safety Catch towards the up arrow (Figure A)

Push the leaver marked “Push” hold this down and slide the leaver in a downwards directionand engage it against the holding lug (Figure B & C). The device will now open. (Figure D top)

Note: Ensure the rope grab is attached to the rope with arrow (9) pointing towards the SafesiteMobile Man Anchor (anchorage point).

Place the rope in the rope grab (Figure D bottom), ensuring arrow (9) is still pointing towards theMobile Man Anchor. Close the device and push the leaver (2) . The rope grab will automatically close(Figure E). Re-engage the safety catch (1) (Figure F).

Check that the rope grab slides freely on the rope when the eyelet (5) is pulled upwards.

Attach the end of the rope to the Safesite Mobile Man Anchor spring/shock absorber using an EN 362connector. (Figure G)

The device can be used in either AUTOMATIC mode for vertical access use (Ladder) or MANUALmode, when using along horizontal surfaces or inclined plane (roof).

When using in MANUAL mode, the selector (4) is down. Remove selector (4) from the securing lug (8)and bring it to rest against the end stop (6). This will ensure that it can only slide along the rope bymanually operating the pincher arm (7) (Figures H & I)

In AUTOMATIC mode, selector (4) is up and engaged against the lug. In this position the device fol-lows the user as they move upwards and downwards (Figure J).

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Figure A Figure B Figure C Figure D Figure E

Figure F Figure G Figure H Figure I Figure J


• Periodic inspections by a competent person are required under Regulation 5 of the Workplace (Health Safety & Welfare) Regulations 1992, BS EN 365 & BS 7883.The frequency will depend upon environment, location and utilisation, but should be at least every 12 months.

• Walk & visually inspect the complete system installation (where applicable) in relation to the general client's needs. Establish if any modifications, additional products are required to reflect anyrefurbishment or additional plant and equipment that has been installed and requires access.

• Check installation configuration (where applicable) is complete as per the original installation drawing/plan.

• Ensure the system has not been modified/tampered with by unauthorised persons.

DETAILED COMPONENT INSPECTION:-

Cross Frame (1).• Check arms on cross for distortion or dents. Ensure that this does not affect the fitting of the weight or extension arm.• Check metal plate for distortion or cracks.• Check handle is securely in place.• Check shock absorber for any signs of “pulling” - no elongation.• Check for any general corrosion.

Extension Arms (4).• Check arms for distortion along length.• Ensure that any dents at widest end do not affect the connection to the cross frame.• Look for signs of cracks in metal - especially around any “bruised” areas.• Check for any general corrosion.

Counter weights (12)• Check all rubber boots on the weights are in good order - no tears or rubber missing.• Check L-bolts are still present and in good order to lock and unlock (ease of movement). ENSURE GREASING IS CARRIED OUT ANNUALLY.• Check box section and handle for dents, cracking etc. Make sure arm slides through easily and is secure when L-bolts are tightened.• Check for any general corrosion.

• Any galvanised components showing signs of corrosion, wire brush thoroughly and apply galvanised spray / paint as appropriate.

• If rusted significantly take digital photographs and include in inspection report.

• Once all other inspection points are completed, check that the whole device is fixed securely in position with no obvious distortions in balance.

• Check system plaque (where applicable) position & mark up to reflect date of the next required inspection. Establish if additional plaques are required due to any refurbishment works.

• In the event of a fall the Mobile Man Anchor MUST be returned to the manufacturer for re-testing.When used in anger the shock absorber on the mobile man anchor will elongate as soon as this is observed the device MUST be taken out of service until re-certificated by the manufacturer.

NOTE: A Dynamic Risk Assessment must be completed by a competent person before the Mobile Man Anchor is used.

Safesite Mobile Man Anchor Re-Certification

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Safesite Mobile Man Anchor Re-CertificationRubber Boot (12)• The rubber boot on the anchor weight is paramount to the product's safety and performance and must be checked on a regular basis• If the boot shows any sign of damage it must be replaced otherwise the product's frictional resistance will fail dramatically.• Safesite's rubber boots can be retrofitted to the anchor weights to restore friction.• These boots have been extensively tested in both wet and dry conditions, making Safesite's Mobile Man Anchor the only such product that can be used on all roof types, even in wet weather,

without adding further anchor weights.

Pictured Above: Old style bonded rubber. Pictured Above: New Rubber Boot, redesigned for improved performance on wet surfaces.

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The Safesite Mobile Man Anchor can be installed as a complete restraint and fall arrest system inconjunction with the Safesite Horizontal Lifeline. A series of Mobile Man Anchors can be linked atapproximate 10m centres via the "Safesite " horizontal life line. This installation provides "fallrestraint" for operatives whilst they travel between each Mobile Man Anchor and "fall arrest" oncethey have connected directly to an individual Mobile Man Anchor and disconnected from the horizontallifeline.

The "Safesite" horizontal lifeline provides the operative with hands-free operation so that when abracket/Mobile Man Anchor is encountered, the shuttle attaching the operative to the system glidesover the bracket without the need to detach, unless one wishes to attach to a particular Mobile ManAnchor in order to utilise it as a fall arrest system .

This type of installation is ideal if a free standing solution is required in order to avoid roofmembrane penetration, or the roof design is not suitable for structural fixings associated with horizontallifeline installations.

This configuration of equipment ensures compliance with HSG 33 requiring "demarcated" safeareas/routes to ensure operatives remain within a specific area. Providing the operative is eitherattached to the "Safesite" horizontal lifeline or Mobile Man Anchor they will remain protected fromfalling or accessing unprotected areas.

Consideration must be given to ensure that whilst the operative is in the "fall restraint" situation,attached to the horizontal lifeline, that they remain unable to reach any roof edge/void. If the operativeneeds to approach the roof edge, "fall arrest" situation, they must attach directly to the Mobile ManAnchor only.

Please see system operation overleaf and other sections as follows:Horizontal Lifeline Specification pages 34-35Shuttle Operation page 36Re-certification of Horizontal Lifeline page 37Mobile Man Anchor Specification page 82Re-certification of Mobile Man Anchor 88-89Work at Height Rescue 94Safesite Rescue Kit Operation 95-99PPE Inspection 100-103Harness Re-certification 104-105Lanyard Re-certification 106-107How to Wear your Harness 108-109

Fall Arrest & Restraint Linked SystemLINK

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10m (max)

VentilationEquipment

VOID

LINKED MOBILE MAN ANCHORSAT 10m (MAX CENTRES)

LANYARDATTACHED TO

HORIZONTAL LIFELINE(FALL RESTRAINT)

ROPE AND ROPE GRAB DEVICEATTACHED TO THE MOBILE MANANCHOR SHOCK ABSORBER

(FALL ARREST) OPERATIVE CONNECTS TO SHOCK ABSORBING ROPEGRAB AND ROPE, THEN DETACHES FROM LANYARD

TO ACCESS LEADING EDGE

LINK

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ORFall Arrest & Restraint Linked System


Fall Arrest & Restraint System Operation

To reach the roof edge of a building, simply connect a 2m shock absorbing lanyard, or specific length of restraintlanyard, to the horizontal stainless steel cable via the shuttle. You can now walk to the position on the roof requiring

access/maintenance.

Once this position has been reached, connect ashock absorbing rope grab device with 14mm or 16mm twistedrope (see pages 84-87) or a secondary shock absorbing lanyardto the “spring/shock absorber” on the Mobile Man Anchor.

Connect the karabiner of the shock absorbing rope grab device(seepages84-87) or shock absorbing lanyard to the chest

(preferred position fall restraint) or rear “D” dorsal attachmentpoint (preferred position fall arrest) on the harness.

(See How toWear Your Harness section on pages 108-109)

You are now connected to the Mobile Man Anchor via theshock absorbing rope grab device/secondary shock

absorbing lanyard and still connected to the horizontalstainless steel cable via the primary 2m shock absorbing

lanyard/restraint lanyard.

Detach the primary 2m shock absorbing lanyard/restraintlanyard from the stainless steel cable walk towards theedge whilst connected to the Mobile Man Anchor via theshock absorbing rope grab device/secondary shock

absorbing lanyard.

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This now classified as a fall arrest situation.(Reverse the procedure to return).

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Work at Height RescueBefore commencing any work at height activity please ensure you are adequately trained and competent to carry out the task and able to use the safety equip-ment provided by your employer/building owner.

In situations where a work at height activity involves a “fall arrest” situation, it is a legal requirement for your employer/building owner to provide the anchoragepoint, rescue plan, policy, training and equipment to complete a rescue. It is not the responsibility of the emergency services to conduct such a rescue.

Should a rescue become necessary it is extremely important that the procedures detailed in the “roof permit to work,” rescue policy and plan are followed.

Try to make contact with the casualty to establish if they are conscious or unconscious. If they are unconscious then time is of the essence.

Contact the emergency services and request an ambulance and fire/rescue support. Inform them of the exact address, location and site contact details of whereyou are working (This should be contained within the “permit to work”). Confirm that you are trained and competent to commence the rescue procedure.

Call your site contact and inform them of the situation and that you have already contacted the emergency services. Request they bring a competent First Aiderto assist you at ground level by receiving the casualty.

Before commencing the actual rescue, ensure that you are safely connected to an alternative suitable anchorage point (where possible). Ensure you work in “fallrestraint” at all times whilst conducting the rescue procedure. Check you have all the Rescue Kit components as shown in the diagram above.

SAFESITE RESCUE KIT

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Kernmantel Rope

Safesite Rescue Hub

Screw Gate Karabiner(EN341 & EN1496)

Webbing/Rope Sling

Edge Protector

Rope Grab(EN353-2)


Connecting to the same or an alternative suitable anchorage point. Connect the Safesite Rescue Hub device using the Screw Gate Karabinerfitted directly to the Safesite Rescue Hub. Ensure the Screw Gate is tightened once connected to the anchorage point.

Start walking towards the area where the casualty has fallen whilststill holding the Rescue Rope Grab. When you reach this area, kneeldown and continue to pull out sufficient rope to reach the “D” ring on

the casualty’s harness.

Ensure the Edge Protector is connected to the anchorage point, this may need to be extended in some cases via a webbing or rope sling. Placethe Edge Protector over the edge ready for the rescue operation.

Pull the end of the Kernmantel Rope which has the Rescue RopeGrab attached. The Kernmantel Rope will start to feed out of the rescue

bag and run through the Safesite Rescue Hub.

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Rescue Kit Operation



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Whilst holding the Rescue Rope Grab unscrew theScrew Gate as shown above.

Turn the Rescue Rope Grab over and push thelever in an upwards direction.

The Rescue Rope Grab will now open. Ensure you have adopted a “fall restraint” position.Carefully lean over the leading edge and pass theopen Rescue Rope Grab (with the arrow in the updirection) around the back of the casualty’s rope.

(cont)

Return to the anchorage point where the Safesite Rescue Hub is con-nected. Pull any excess Kernmantel Rope through the Safesite

Rescue Hub by pulling the free end of the rope which is stored in thebag.

Once the Safesite Rescue Hub Kernmantel Rope is taught, rotate &lower the locking pin so that it engages with the body of the hub.

When in place correctly, the hub cannot turn.

Lift up the black handle as shown above.

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(cont) Ensure the casualty’s rope is correctly posi-tioned inside the Rescue Rope Grab. Close the

Rescue Rope Grab.

Once the Rescue Rope Grab is closed ensure theScrew Gate is then tightened into position.

Position the Safesite Rescue Kernmantel Rope over the Edge Protector. Now carefully lower the RescueRope Grab down towards the casualty. The Rescue Rope Grab device will descend easily under gravity to

the “D” ring of the casualty’s harness.

With the black handle in position push in the silver ball bearingpositioned in the centre of the white plate as shown above.

Now open the top third of the Safesite Rescue Hub and it willautomatically lock into place.

Detach the pin.

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Start winding the Safesite Rescue Hub in a clockwise direction sothat the Kernmantel Rope passes through the hub. If the rope doesnot move through the hub, pull on the free end of the rope. Continue

to wind until the casualty’s primary rope becomes slack.

Once the casualty’s primary rope is slack enough to detach their primary hook/karabiner from the anchorage point, stop winding and engagethe locking pin by lifting, rotating & then lowering it. Ensure the pin is engaged against the body of the Safesite Rescue Hub. When in place

correctly the Hub cannot turn.

Pass the loose end of the Kernmantel Rope around the pig tail of theSafesite Rescue Hub. Hold the rope firmly in one hand. To take theload off the casualty, simply rotate and pull the Locking Pin upwardsand rotate sufficiently so that the pin is disengaged from the SafesiteRescue Hub. Whilst holding the Kernmantel Rope you can move back

towards the area where the casualty fell.

Once you are in a comfortable position and able to hold the casualty with one hand, take the casualty’s primary rope which you previouslydisconnected from the anchorage point. When ready, carefully position yourself so you are able to attach this primary rope to the SafesiteRescue Hub Rope (Kernmantel Rope) as shown above. Ensure that you keep holding the Safesite Rescue Hub Kernmantel Rope at all times.

Gradually lower the casualty’s primary rope until the hook reaches the casualty’s “D” ring. Ensure you are still holding the Safesite Rescue HubKernmantel Rope. You can now let the casualty’s primary rope fall to the ground so that it can be used as a guy rope by those at ground level

who are ready to assist/receive the casualty.

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You can now remove the casualty’s slack primary rope from theanchorage point as shown above.

Close the Safesite Rescue Hub by pressing in the silver ball bearing in the centre of the white plate. Once closed fold down the plastic handle.

Begin to lower the casualty gradually, continually observing them andcommunicating with both the casualty and those at ground level who arereceiving/assisting the casualty. The competent first aider must thenfollow the standard UK first aid guidance for the recovery of a person.The casualty must then be seen by the ambulance crew, even if they

appear to have recovered.

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PPE Equipment

INSPECTION OF ROPE & WEBBING FALL ARREST EQUIPMENTThere is a wide range of possible causes of degradation ofsynthetic fibres used in webbing and rope fall arrest equipment(including abuse, general wear and tear, edge/surface damage,ultraviolet light, dirt, grit, chemicals).

Recent research involving synthetic fibre webbing products hasconfirmed a number of the potential causes of degradation. Italso highlighted that there is no well-defined boundary (egusable life) separating those lanyards and harnesses that aresafe and those that are not (eg a 1 mm cut in the edge of alanyard or harness can result in a 5 to 40% loss of strengthdepending on the make of lanyard or harness being used). It istherefore essential that if lanyards and harnesses are to bemaintained to provide the required level of protection they aresubject to an effective inspection regime.

LEGAL REQUIREMENTS AND STANDARDSThe Personal Protective Equipment Regulations 1992 requireemployers to maintain fall arrest equipment in good repair,including appropriate replacement. In addition, the Provision andUse of Work Equipment Regulations 1998 require thatequipment which is exposed to conditions causing significant

deterioration should be inspected at suitable intervals andeach time circumstances which might jeopardise safety haveoccurred. British Standard BS EN 365: Personal protectiveequipment against falls from a height. General requirements forinstructions for use and for marking gives general requirementsfor periodic inspection, instructions for use and marking of PPEagainst falls from a height. To counter the causes of degradation,the British Standard states that components should be examined'at least twelve-monthly'. This is sometimes taken to be 'annually',although manufacturers of textile products usually recommendinspection more frequently than this.

INSPECTION REGIMEEmployers should establish a regime for the inspection of lanyardsand harnesses that is drawn up by a competent person. Theregime should include:

• the lanyard or harness to be inspected (including its uniqueidentification);

• the frequency and type of inspection (pre-use checks,detailed inspection and, where appropriate, interim inspection);

• designated competent persons to carry out the inspections;

• action to be taken on finding defective lanyards or harnesses;

• means of recording the inspections;

• training of users;

• Means of monitoring the inspection regime to verifyinspections are carried out accordingly.

It is essential that the person carrying out any inspection iscompetent and sufficiently independent and impartial to allowthem to make objective decisions, and has the appropriate andgenuine authority to discard defective equipment. Employersmay wish to provide additional lanyards and harnesses to useas replacements in the event that defective equipment is takenout of use.

Safesite offers inspection services and training on the inspec-tion of products.

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Inspection Regime

SCOPE OF THE INSPECTION REGIMELanyards and harnesses should be subject to:

• pre-use checks;

• detailed inspections; and

• (as appropriate) interim inspections;

These should be carried out by competent persons, to identifydefects or damage that may affect safety.

PRE-USE CHECKSThese checks are essential and should be carried out eachtime, before the lanyard or harness is used.

Pre-use checks should be tactile and visual. The whole lanyardor harness should be subject to the check, by passing it slowlythrough the hands (eg to detect small cuts of 1 mm in theedges, softening or hardening of fibres, ingress of contami-nants). A visual check should be undertaken in good light andwill normally take a few minutes.

DETAILED INSPECTIONSThese more formal, in-depth inspections should be carried outperiodically at minimum intervals specified in the employer'sinspection regime. It is recommended that there is a detailedinspection at least every six months. For frequently usedequipment it is suggested that this is increased to at leastevery three months, particularly when the equipment is usedin arduous environments (eg demolition, steel erection, scaf-folding, steel skeletal masts/towers with edges and protru-sions). Detailed inspections should be recorded.

INTERIM INSPECTIONSThese are also in-depth inspections and may be appropriate inaddition to pre-use checks and detailed inspections. Interiminspections may be needed between detailed inspectionsbecause the employer's risk assessment has identified a riskthat could result in significant deterioration, affecting thesafety of the equipment before the next detailed inspection isdue. The need for and frequency of interim inspections willdepend upon use. Examples of situations where they may beappropriate include:

• risks from transient arduous working environmentsinvolving paints, chemicals or grit blasting operations; or

• acidic or alkaline environments if the type of fabric thelanyard or harness is made from cannot be determined(some fabrics offer low resistance to acids or alkalis).

The results of interim inspections should be recorded.

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Inspection RegimeEXAMPLES OF DEFECTS AND DAMAGEThe following defects and damage have the potential to resultin the degradation and/or weakening of the lanyard or harness:

• cuts of 1mm or more at the edges of webbing lanyards orharnesses (eg where the lanyard may have been chokehitched around steelwork);

• surface abrasion across the face of the webbing and at thewebbing loops, particularly if localised;

• abrasion at the edges, particularly if localised;

• damage to stitching (eg cuts or abrasion);

• a knot in the lanyard, other than those intended by themanufacturer;

• chemical attack which can result in local weakening andsoftening - often indicated by flaking of the surface. Theremay also be achange to the colour of the fibres;

• heat or friction damage indicated by fibres with a glazedappearance which may feel harder than surrounding fibres;

• UV-degradation which is difficult to identify, particularlyvisually, but there may be some loss of colour (if dyed) anda powdery surface;

• partially deployed energy absorber (eg short pull-out of tearwebbing);

• contamination (eg with dirt, grit, sand etc) which may resultin internal or external abrasion;

• damaged or deformed fittings (eg karabiners, screwlinkconnectors, scaffold hooks);

• damage to the sheath and core of a kernmantel rope (egrucking of the core detected during tactile inspection);

• internal damage to a cable-laid rope.

WITHDRAWING EQUIPMENT FROM USEEquipment should be withdrawn from use and passed to acompetent person for a detailed inspection to decide whetherthey should continue to be used, destroyed or returned to themanufacturer for inspection to enable a product performancehistory to be determined, if:

• there is no evidence that a lanyard or harness has beeninspected by a competent person within the last sixmonths;

• identification is not evident (lanyards & harnesses shouldbe indelibly marked in accordance with BS EN 365.They should be uniquely identifiable so that they can beeasily associated with their respective inspectiondocumentation);

• a lanyard or harness is still in use and marked to the oldBritish Standard, BS 1397: Specification for industrialsafety belts, harnesses and safety lanyards (ie pre CE-marking);

• a lanyard or harness is thought to be defective, or if thereis any doubt about its safety after a pre-use check orinterim inspection;

• a lanyard or harness that has been used to arrest a fallshould never be reused. It should be withdrawn fromservice immediately and destroyed or returned to themanufacturer;

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Damaged webbing caused by wear and tear. Missing label and damaged protector toenergy absorber.

Wear at end of webbing loop at connectionpoint.

Abrasion damage to webbing.

2-3mm cut in webbing. Two similar products with unknown history– left rope is heavily soiled.

Heavy paint contamination of rope. Damaged gate on karabiner.

Remember: When checking or inspecting lanyards or harnessesthink WEBBING - STITCHING - HARDWARE

Inspection Regime

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Harness – Inspection Check List

Warning:- The life span of a Safesite Harness is a maximum of ten years from the date of manufacture or a maximum of five years from date of first utilisation on site.

HARNESS – SERIAL NO

• Cuts – are any visible on webbing Yes No

• If yes How Many Quantity

• If yes are they deeper than 1mm from edge Yes No

• Multiple cuts close together or longer than 1mm from edge FAIL

WEBBING

• Is the webbing of normal texture Yes No

• If no state appearance, e.g. bobbling/strained or badly pulled webbing/paint or liquid stains

• Many stains on the material that have not come out in a normal wash,indicate that the webbing may be being damaged by chemicals in the liquid or paint. FAIL

• Is there any fraying on webbing Yes No

• If yes report to Supervisor.

• If in doubt about any of the above – do not use and inform your supervisor.

STITCHING

• Are there any breaks in the stitching Yes No

• If yes report to supervisor for decision.

PLASTIC LOOPS

• Are any loops broken Yes No

• If yes how many Quantity

• If more than one – Fail

• Are any loops cracked or damaged Yes No

• What type of damage

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For cracks and damages inform your supervisor before use and make sure the item is checked again after use and any more damage reported immediately.

BUCKLES

METAL BUCKLES

• Are there any dents or cracks in metal Yes No

• If yes inform Supervisor.

PLASTIC BUCKLES

• Are buckles cracked/broken/deformed (will not close properly) Yes No

• If Yes INSTANT FAIL – report to Supervisor.

SERIAL NUMBER

• Is the serial number visible and easy to read Yes No

• If no inform Supervisor

• Are there any serial numbers marked in any other way, e.g. Marked on with marker pen Yes No

• If yes inform Supervisor

NOTE: ANY MARKS ON THE WEBBING MADE BY PAINT, MARKER INK, OIL WILL ALL CAUSE THE WEBBING TODETERIORATE – CHEMICAL DETERIORATION – TAKE OUT OF USE AND INFORM SUPERVISOR.

CLEANLINESS

• Is the webbing clean Yes No

• Check webbing for debris – grit, general dirt etc.General ingress of debris can seriously damage the webbing.

SPECIAL CONDITIONS

• It is to be noted that special working conditions may also effect the use and wear of the webbing or the metal parts – i.e. Radiation – working in conditions whereradiation may be in evidence may alter the physiological composition of the metal and therefore should always be x-rayed at regular intervals for hair-line cracks ordamage.

RULE OF THUMB: IF IN ANY DOUBT – REPORT TO SUPERVISOR AND DO NOT USE.

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Lanyard– Inspection Check List

Warning:- The life span of a Safesite Lanyard is a maximum of ten years from the date of manufacture or a maximum of five years from date of first utilisation on site.

LANYARD – SERIAL NO

• Cuts – are any visible on webbing Yes No

• If yes How Many Quantity

• If yes are they deeper than 1mm from edge Yes No

• Multiple cuts close together or longer than 1mm from edge FAIL

WEBBING

• Is the webbing of normal texture Yes No

• If no state appearance, e.g. bobbling/strained or badly pulled webbing/paint or liquid stains

• Many stains on the material that have not come out in a normal wash,indicate that the webbing may be being damaged by chemicals in the liquid or paint. FAIL

• Is there any fraying on webbing Yes No

• If yes report to Supervisor.

• If in doubt about any of the above – do not use and inform your supervisor.

STITCHING

• Are there any breaks in the stitching Yes No

• If yes report to supervisor for decision.

ROPE

• Is the twist in the rope loose Yes No

• Is there any fraying on the rope Yes No

• If yes to either question FAIL

SHOCK ABSORBER

• Is the plastic covering intact Yes No

• If no FAIL

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CONNECTORS – KARABINER/SCAFFOLD HOOK

• Does it open and close properly Yes No

• Are there any cracks in the metal Yes No

• Are there any dents or is the metal bent Yes No

• If the connector does not open or close properly FAIL

• If there are any cracks in the metal report to Supervisor

• If there are any dents or bends in the metal but the unit will open, close and connect properly to anchor point and oroperator harness report to Supervisor.

• Are any loops cracked or damaged Yes No

• What type of damage

• For cracks and damages inform your supervisor before use and make sure the item is checked again after use and anymore damage reported immediately.

SERIAL NUMBER

• Is the serial number visible and easy to read Yes No

• If no inform Supervisor

• Are there any serial numbers marked in any other way, e.g. Marked on with marker pen Yes No

• If yes inform Supervisor

Note: Any marks on the webbing/rope made by paint, marker ink, oil will all cause the webbing/rope todeteriorate – chemical deterioration – take out of use and inform supervisor.

CLEANLINESS

• Is the webbing/rope clean Yes No

• Check webbing/rope for debris – grit, general dirt etc. General ingress of debris can seriously damage the webbing/rope.

SPECIAL CONDITIONS

• It is to be noted that special working conditions may also effect the use and wear of the webbing/rope or the metalparts – i.e. Radiation – working in conditions were radiation may be in evidence may alter the physiological composition of the metal and therefore should always bex-rayed at regular intervals for hair-line cracks or damage.

RULE OF THUMB: IF IN ANY DOUBT – REPORT TO SUPERVISOR AND DO NOT USE

LANY

ARDRE

-CER

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Warning:- The life span of a Safesite Harness is a maximum of ten years from the date of manufacture or a maximum of five years fromdate of first utilisation on site.

After carrying out an inspection of the harness hold therear dorsal “D” ring and shake the harness and untan-gle all the webbing and unfasten all the buckles.

Establish the position for your arm to pass throughvia holding the rear dorsal “D” ring and front supportwebbing strap.

Slip the harness on to your shoulder as shown.

Ensure the webbing remains untwisted whilst youpass your other arm through to place the harness onyour other shoulder.

Ensure the harness is positioned correctly on theshoulders and the dorsal ”D” ring is in the correctposition.

Adjust the shoulder straps by pulling or releasing theslack end so the sub-pelvic strap is firmly placedunder the buttocks.

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HOW

TOWEA

RYO

URHA

RNES

S


Pull each thigh strap through the legs and fasten themale buckle through the female buckle.

Adjust tension by pulling or releasing the slack end ofthe strap.

Repeat for other leg.

Adjust both straps tension by pulling or releasing theslack end of the strap.

Fasten the chest strap male buckle through thefemale buckle and adjust so that the shoulder strapsare centred on each shoulder.

Individually adjust each torso strap by pulling orreleasing the slack end so that the dorsal “D” ring isin the centre of the operatives back and the sub-pelvic strap is firmly placed under the buttocks.Ensure that the plastic loops are positioned at the farends of any straps.

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Safesite Personal Protective Equipment

Note- These pages show a selection of the PPE available from Safesite. For information on the full range please call Safesite. 01293 529977

110

Safesite provides an extensive range of PPE products including harnesses, shock absorbing and restraint lanyards, karabiners, snap hooks, ropes and rope grabs, alldesigned to ensure complete safety when working at height.

There is a vast selection of PPE products on the market today. When choosing a product it is important to remember that only CE marked PPE will have been testedand certified by an independent body and so comply with the Personal Protective Equipment Regulations.

It is essential that the combination of CE approved PPE is selected by a competent person in order to provide a safe system of work.

PPERA

NGE


Think Safety, Think SafesiteHEAD OFFICESafesite LimitedSafesite HousePriestley Way

CrawleyWest SussexRH10 9NA

t +44 (0)1293-529977f +44 (0)1293-531166

e [email protected] www.safesite.co.uk

safesite O&M Manual


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