example - news.broxap.comnews.broxap.com/wp-content/uploads/2014/07/... · constructed from mild...

Structure House, Grove Close, Gayton Road, Eastcote, Northants NN12 8NG Tel: 01327 830906 • Fax: 0843 3090460

Email: [email protected] • Web: www.keepitkool.co.uk

k e e p i t c o o l k e e p i t c o v e r e d k e e p i t s a f e

Head Office: Broxap Limited Rowhurst Industrial Estate, Chesterton, Newcastle-under-Lyme, Staffordshire ST5 6BD Tel: +44 (0)1782 564411 Fax: +44 (0)1782 565357/562546 E.mail: sales@broxap.

Kensington Aldridge Academy - Tensile Canopy O&M Manual Manufacturer: Keep it Kool at Broxap Ltd Structure House Grove Close Gayton Road Eastcote Northamptonshire NN12 8NG

Tel: 01327 830906 Fax: 0843 309 0460 Email: [email protected]

Installation and Maintenance: As above

Designer: Tony Hogg Design Ltd 2 Farleigh House Old Weston Road Flax Bourton Bristol BS48 1UR

Email: [email protected] Tel: 01275 464733

Main Contractor: JB Leadbitter & Co Ltd Kensington Aldridge Academy Site office Grenfell Rd London W11 1TQ Fadi Alabed Tel: 0207 401 0020

EXAMPLE

mailto:[email protected]�

Structure House, Grove Close, Gayton Road, Eastcote, Northants NN12 8NG Tel: 01327 830906 • Fax: 0843 3090460

Email: [email protected] • Web: www.keepitkool.co.uk

k e e p i t c o o l k e e p i t c o v e r e d k e e p i t s a f e

Head Office: Broxap Limited Rowhurst Industrial Estate, Chesterton, Newcastle-under-Lyme, Staffordshire ST5 6BD Tel: +44 (0)1782 564411 Fax: +44 (0)1782 565357/562546 E.mail: sales@broxap.

Fabric Patterning: Tony Hogg Design Ltd 2 Farleigh House Old Weston Road Flax Bourton Bristol BS48 1UR


Fabric Add-ons: Tony Hogg Design Ltd 2 Farleigh House Old Weston Road Flax Bourton Bristol BS48 1UR


EXAMPLE



10.000

FFL12.000

SSL11.725

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250mm RC slab

11.000

12.000

10.000

FFL12.000

SSL11.725

250mm RC slab

11.000

12.000

195mm insulation + paving slabsto make up to FFL

1100

0

7000

2901139

1151

4981

3425

2967

5425

4883

3925

5150

4608

3150

2692

170

Drawing No : Rev. No :

Date : Scale :

Checked:

Drawing Title :

Broxap Order No :

Project :

@

Client :

Drawn:

Drawing Status:

Design & Head Office, Rowhurst Industrial Estate,Chesterton, Newcastle-under-Lyme, Staffordshire ST5 6BD

Tel: +44 (0) 1782 564411 Fax: +44 (0) 1782 564312

1st Angle Projection

General Notes:All dimensions are to be checked on site with allowancesfor variations due to normal manufacturing tolerance.

Drawing errors or omissions are to be reported andchecked with the Design Office.

Where items are drawn as assemblies these items mustbe trial assembled in workshop by manufacturer to ensurecorrect fit.

None of the work content shown in this drawing for anycompany may proceed until approved copies aredistributed and clearly marked "ISSUED FORCONSTRUCTION"

This drawing is copyright and no portion should be copiedor reproduced without the consent of Broxap Limited.

Fabrication Tolerances0mm - 1000mm = +/- 1.0mm1001mm - 2500mm = +/- 1.5mm2501mm - 5000mm = +/- 2.0mm5001mm - 10000mm = +/- 2.5mmUnless stated otherwise

RZ

06-05-2014 A3

Kensington Aldridge Academy

11m x 7m Cairns Perimeter Beam

00621-1.00 A

NameColumns

Beam (long)Beam (short)

193.7 x 5 thk CHS193.7 x 5 thk CHS

139.7 x 5 thk CHS

Size

BEAMS & SIZE

CONSTRUCTED FROM MILD STEEL GRADE S355 - BS EN 10025-1:2004.STEELWORK TO BE GALVANISED TO BS EN ISO 1461:2009.POWDER COATED - RALWATERPROOF -POST PAD -

Allowable ground bearing capacity of 100 kN/m²Ground water level at least 1.5 x pad foundation width below underside of pad foundation.Density of soil at least 16 kN/m³ (this will cover all but the loosest clays, sands, peat & fill).Effective shear strength of soil at least 20° (this will cover all but the weakest clays, sands, peat& fill) 150mm of soil over top of pad foundation (plus or minus a small amount won't make anysignificant difference).Full depth of pad foundation excavated in undisturbed ground (i.e. not in made ground, fill, etc)C35 concrete with A393 high-yield mesh reinforcement (fy = 500 N/mm²) top & bottom (75bottom & side cover, 50 top cover)

STEELWORK TO BE INSTALLED TO BS 5606:1990COLUMN POSITIONS +/- 10mm PER BAYCOLUMN VERTICALITY +/- 5mmLEVEL AT EAVES +/- 6mmOVERALL LENGTH +/- 5mm

EXAMPLE

Clean ing procedure

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PRECONTRAINT® M2

EXAMPLE

Contents

General pointsSubject . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Field of application . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Maintenance conditions of the Précontraint® membranes . . . . . . . . . . . . . . . . . . 4

Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

Cleaning procedure . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

Cleaning procedures and agentsexcluded for Précontraint® membranes . . . . . . . . . . . . . 6

Conditions of guarantee application . . . . . . . . . . . . . . . 7

Appendix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

2

EXAMPLE

3

General points

Subject

The present document defines the following :

- Conditions of maintenance of the PRECONTRAINT® membranes

- Standard controls- Excluded cleaning procedures

Field of application

Developed under the FERRARI PRECONTRAINT® technology, the PRECONTRAINT® membranes are cove-red by the ISO 9002 QualityInsurance.As every high performance material,the PRECONTRAINT® membranes keeptheir performance provided their maintenance is carried out in accordance with the prescription givenin this document.

EXAMPLE

4

Maintenancecondi t ions o fthePrécont ra int ®

membranesPRECONTRAINT® membranes are com-posites (Polyester, PVC, surface treat-ment), wich offer a high resistance toatmospheric agents: wind, sun, rain,micro-organisms, dust and various pol-lutions.

The maintenance conditions are limi-ted to the following operations :

- Periodical or particular controls.- Periodical or particular cleaning

The frequency and nature of the main-tenance and controls depend essen-tially on :

- The working position of the textile : ifthe membrane is installed in steepslopes, the dirt build-up will be lessthan in a horizontal position.

- The exposition of the tmembrane toclimatic (rain, hail, wind, snow) andorganic (leaves, pollens, dusts) pcon-

ditions, the surrounding pollutionlevel.- The nature and intensity of dirt buildup.

Contro ls

Periodical controlsPeriodical controls consist in perfor-ming a visual inspection of the mem-brane in order to confirm its validityunder the following conditions :- No tears on the edges and

inside the panels,- No peeling nor delamination at the

welded joints- No heavy dirt build-up on the

surface (dead leaves, insects, ashes...)

Whenever something unusual is noti-ced, the fabricator and installor of thestructure must be informed and willjudge which actions should be taken.

Particular controlsParticular controls consist in perfor-ming an inspection of the same natu-re as the one performed during theperiodical inspection, it is a diagnosiswhich is carried out immediately afteran exceptionnal constraint, either accidental or fortuitous.

These constraints occur when the fol-lowing events happen :- Heavy storm with extreme winds

reaching the high limit (or above thelimit) generally admitted in the zone.

- Heavy snow fall or hail storm generating loads in the high limit)generally admitted in the zone.

- Accidental fall of external elementsonto the membranes, those elements can be a danger from aweight, corrosion or laceration standpoint.

EXAMPLE

5

Clean ingprocedure

Periodical cleaningThe PRECONTRAINT® membrane standwell against pollutio because of tworeasons :- The flat and smooth surface

presents very few micro cavitieswich are susceptible to retain dirt inthe long term.

- For the FLUOTOP® T membranes, the100% KYNAR PVDF surface treatments forms an anti adhesiveprotective coating on the wholefabric surface. Anyhow, to prevent asedimentation of the pollutionagents cleanoing must be performed on a regular basis.

The cleaning procedure should be carried out as follow :a) use a soft brush (nylon)

or a spongeb) Use a FERRARI detergent solution :

Dirt Concentration Water temp.

Light 5 % 20 °C

Average 10 % 20 °C

Heavy 10 % 50 °C

c) Rinse thoroughly with clear water

All these operations should be carriedout in accordance with the detergent’sinstructions for use, data sheet hereenclosed.

Particular cleaningsome dirt build-up might be difficult toremove by the cleaning procedure described above. Those dirt builds up-might consist of the following substances :- Build-up of mineral origin: fat,

tar, calcareous sedimentation...- Build-up of vegetable origin :

leaves, pollens, resins...- Build-up of animal origin: bird

droppings, dead insects...

The nature of those build-ups oftenprevents an efficient cleaning. The use of solvents might damage the membrane. Before any action, it is recommanded to evaluate thenecessity of the operation and to calla specialist for advice.

EXAMPLE

6

Clean ing procedures and agentsexc luded

The chemical resistance of the PRE-CONTRAINT® membranes againstaggressions depends on numerousfactors lsuch as : - the form of chemical agents (solid,

liquid or gas), - temperature,- concentration, - duration of contacts. In certain cases, a mix of agents canprovoke a negative result, while everyagent taken separately is harmless.Therefore, the following elementsmust be rigourously excluded :

Cleaning procedures :- Abrasives powders, pastes, liquids,sponges, etc...- Generators of pressurised steam

Organic chemical products :- Acetone, gasoline, benzene, fuel,kerosene, perchlorethylene, turpenti-ne, toluene, trichlorethylene, oil,petrol.

Inorganic chemical products : - Ammonia, nitric acid, sulfuric acid,acetic acid, chlorhydric acid, soda,caustic soda, liquid bleach...EXAMPLE

1) GuaranteesThis guarantee includes :- Tensile strength with a maximum loss of not more than 10% according to the characteristicsannounced in the technical note.- Permanent flame retardancy.- Total waterproofness.- Maintenance of the flexibility : under normal conditions of exposure to bad weather and normalconditions of handing, we guarantee against the loss of weight by deplastification of not morethan 10%.- Any important change of colour in the mass, within a made-up surface. This change must be uni-form through a whole fabric width as a component of a made-up panel.

2)Exclusion- Defects due to the design, the making-up and the use and handing of made-up covers or structures,especially accelerated weathering due to water retention in the roof cover.- Accidents occuring during the handing (wear and tear, friction, scratches, perforations).- Degradation due to aggressive cleaning resulting from either the cleaning process itself or the useof detergents.- External chemical attacks : high atmospheric pollution, agressive detergents or detergent migration.- Formation of localised spots wich do not generate a large and uniform change of colour trough thewhole panel width.

3)Conditions of guarantee application - Declaration by registered letter with acknowledgement of receipt within 30 days maximum after defectappearance.- Date of beginning of the guarantee : delivery date of the fabric to the fabricator.- Guarantee application :

. According to the guarantees stated in paragraph 1 and under the restriction conditionsstated in paragraph 2, we only cover : the replacement cost of the fabric + the makingcost + the accessories.

- Graduation :. 1st year : reimbursement of 100% of above mentioned charges. 2nd year : reimbursement of 85% of above mentioned charges . 3rd year : reimbursement of 70% of above mentioned charges . 4th year : reimbursement of 55% of above mentioned charges . 5th year : reimbursement of 40% of above mentioned charges

Head Office : Z.I. - B.P. 54 - 38352 LA TOUR DU PIN CEDEX FRANCE - ✆ 33 (0)4 74 97 88 13- Fax : 33 (0)4 74 97 67 20 - www.ferrari-textiles.com

5 year guarantee

For uses as fixed or itinerant tents, textile structures and textiles buildings

EXAMPLE

8

Annexe

Détergent Précontraint®

MODE D’UTILISATION

Manuel : - concentration : 1 à 10%- température : 20 à 50°C

Monobrosse : - concentration : 1 à 5%

PRECAUTIONS D’EMPLOI

Produit neutre.Après contact avec lapeau se laver avec del’eau et s’essuyer.Uti l isation manuellepossible.Por t de gantsrecommandé.Rinçage obligatoireaprès emploi.

CONDITIONNEMENT

20 kg - réf. 0101220 kg - réf. 0102

STOCKAGE

Entreposer en zonehors gel.

FABRIQUE EN FRANCEBiodégradabil i tésupérieure à 90%.

Précontraint®

cleaner

METHOD OF USE

Manual : - concentration: up to 10%- temperature: 20 to 50°C

Machine :- concentration: up to 5%

RECOMMANDATION FOR USE

Neutral product.Wash with water and dr yif product comes intocontact with skin.Can be used manually.Use of glovesrecommended.Wash the fabricthoroughly after use.

PACKAGING

20 kg - ref. 0101220 kg - ref. 0102

STORAGE

Do not store bellowfreezing point.

MADE IN FRANCEBiodegradable: more than90%.

Précontraint®

Reiniger

GEBRAUCHSANWEISUNG

Manuell:- Konzentration: 1 - 10%- Temperatur: 20 - 50° C

Bürstmaschine:- Konzentration: 1 - 5%

SICHERHEITSHINWEISE

Ph neutral.Bei Berührung mit derHaut mit Wasserabwaschen und danachabtrocknen.Kann manuell angewendetwerden.Das Tragen vonHandschuhen wirdEmpfohlen.Nach AnwendungenPlanen abspülen.

AUFMACHUNG

20 kg - Ref. 0101220 kg – Ref. 0102

AUFBEWAHRUNG

Aufbewahrung über 0°C.

HERGESTELLT INFRANKREICHÜber 90% biologischabbaubar.EXAMPLE

HEAD OFFICE : Z.I. - B.P.54 - 38352 LA TOUR-DU-PIN CEDEX FRANCE TÉL. 33 (0) 474 97 41 33 - FAX 33 (0) 474 97 67 20

www.ferrari-textiles.com

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EXAMPLE

FERRARI FIVE YEAR LIMITED WARRANTY PRECONTRAINT® 832

FOR PERMANENT AND STATIC USE ONLYSubject to all the terms and conditions contained herein and with specific reference to the percentage of Ferrari Liabilitychart contained herein, Tissage et Enduction Serge FERRARI S.A. ("Ferrari") hereby provides a five (5) year limited warrantyfor the Ferrari architectural fabrics: PRECONTRAINT® 832 (specification sheets here enclosed).

A) COMPLIANCE WITH SPECIFICATIONSFerrari warrants that the products shall at the time of delivery at Ferrari's plant of manufacture, meet all technicalspecifications stated in the published Ferrari data sheet.

B) TENSILE STRENGTHFerrari warrants that the product shall retain at least 70% of its tensile strength for a period of five (5) years followingdelivery of the Products at Ferrari's plant of manufacture and providing that the membrane has been designed andinstalled with an initial safety coefficient of minimum four (4). It is also under the responsability of the customer torespect the Ferrari membrane Handling and Maintenance Recommandations which are the conditions to achieve thehereabove residual tensile strength. The proof of maintenance will need to be recorded and made available upon requestat any time.Tensile strength measurements will be performed in plain fabric panels, which exclude areas where the membranescould have been cut or damaged during installation phases or areas where the fabric has not been under permanenttension (wind flapping…).

C) FLAME RETARDENCY AND WATERPROOFINGFerrari warrants that the products shall remain flame retardant and waterproof for a period of five (5) years following thedelivery of the Products at Ferrari's plant of manufacture.

Each of the above described warranties are herein described collectively as the "Limited Warranty".

FERRARI's OBLIGATIONS UNDER LIMITED WARRANTY: Ferrari agrees to provide, to the extent and for the time periodstated in the chart below a percentage of the cost to repair or replace at Ferrari's sole option, the products which mayprove defective or otherwise fail to perform as stated above under normal use, maintenance and service, asdetermined by Ferrari during the warranty period (a "Defect" or "Defective Product"), not to exceed the original salesprice to the original purchaser of the Product. The customer must pay the remaining portion of any such costs of repairor replacements of a Defective Products:

Percentage of Ferrari Liability :

Defect Occuring In 1st 2nd 3rd 4th 5th 6th Year Year Year Year Year Year

Percentage of Cost 100% 80% 64% 51% 41% 0% assumed by Ferrari

WARRANTY EXCLUSIONS:This limited Warranty does not apply to any product or any part thereof that, in the sole judgment of Ferrari, (i) has beensubject to misuse, neglect, alteration or accident, such as accidental damage to the exterior finish, or which has beensubject to excess wear and tear, friction, scratches or perforations which exceed normal use; (ii) has been exposed toharmful chemicals, abused by machinery, equipment or any person, exposed to excessive pressures or sources,exposed to abnormal weather conditions, falling objects, explosions, fire, floods, riots, civil commotion, exterior forces,faulty or inadequate installation, act of war, radiation, harmful fumes or foreign substances in the atmosphere; (iii) hasbeen damaged during handling by the customer or other user or consumer of the Products, or which has been

subjected to high atmosphere pollution, aggressive detergents, and aggressive cleaning; or (iv) has been used inarchitectural structures not in accordance with accepted engineering standards or repaired or altered by anyone otherthan Ferrari in any way so as, in Ferrari's sole judgment, to affect the quality, efficiency or effectiveness of the Products.

Any claim made by a user of the Products under this Limited Warranty shall be made in writing by registered mail withacknowledgement of receipt to Ferrari at the address listed below no later than (30) days following the discovery of thealleged Defect. Failure to notify Ferrari within thirty (30) days following the discovery of any Defect shall render thisLimited Warranty null, void and of no legal effect with respect to that particular Defect. After notification of an allegedDefect, Ferrari shall be entitled to inspect the Product in order to take appropriate steps for timely corrective measures.In the event Ferrari representatives are denied the right to inspect the alleged Defect, this Limited Warranty shall be null,void and of no legal effect with respect to such Defect.

LIMITATION OF WARRANTY: THIS LIMITED WARRANTY IS THE EXCLUSIVE WARRANTY WITH RESPECT TO THE PRODUCTSAND IS IN LIEU OF AND SUPERSEDES ALL OTHER REPRESENTATIONS OR WARRANTIES, WHETHER WRITTEN OR ORAL,EXPRESS OR IMPLIED. FERRARI EXPRESSLY DISCLAIMS ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESSFOR A PARTICULAR PURPOSE. THE SOLE AND EXCLUSIVE REMEDIES OF ANY PERSON RELATING TO THE PRODUCTS,AND THE FULL LIABILITY OF FERRARI FOR ANY BREACH OF THIS WARRANTY, ARE THOSE PROVIDED IN THIS LIMITEDWARRANTY. OTHER THAN AS PROVIDED IN THIS LIMITED WARRANTY, ANY USER OF THE PRODUCTS HEREBY AGREESAND ACKNOWLEDGES THAT NO OTHER WARRANTIES ARE OFFERED OR PROVIDED IN CONNECTION WITH OR FOR THEPRODUCTS OR ANY PART THEREOF.

EFFECTIVENESS OF WARRANTYThe customer must complete, sign and deliver to Ferrari at the address listed below, the attached warranty applicationform which shall identify the application and use for which the Products are to be employed and any materal or relevantconditions or circumstances to which the Products shall be exposed. A warranty application form shall be returned toFerrari for each product to be covered under this limited Warranty. This limited Warranty shall become effective only uponFerrari signing and returning to the customer the text of the five (5) year limited Warranty with reference to the projectidentified by the customer.

LIMITATION OF LIABILITY: Ferrari shall not be liable for any loss of profits or revenue, loss of use of equipment orfacility, cost of capital or for any other special, indirect, incidental or consequential damages of any nature resulting fromor in any manner relating to the Products covered hereby, their design, use, any inability to use the same or any delayin the delivery of the same. THE SOLE AND EXCLUSIVE REMEDY WITH RESPECT TO ANY DEFECTIVE PRODUCTS SHALLBE THE REPAIR, CORRECTION OR REPLACEMENT THEREOF, PURSUANT TO THE FOREGOING PROVISIONS.

Should the Products prove so defective, however as to preclude the remedying of warranted defects by repair orreplacement, the customer's sole and exclusive remedy shall be the refund of the purchase price of the fabric, or partthereof which is defective, upon its return to Ferrari.

The terms and provisions of this Limited Warranty shall be governed by, construed under and enforced in accordancewith, the laws of France, without regard to Uniform United Nations Conventions.

Any questions, inquiries or claims under this Limited Warranty shall be directed to :Tissage et Enduction Serge FERRARI S.A.B.P. 54 38352 La Tour du Pin Cedex FranceEXAMPLE

Site Method Statement

Issue 01 15/10/2012

Page 1 of 10

General Information

Client: JB Leadbitter & Co Ltd

Client Order Number: C0N362/P112A

Date of Order: 16/03/2014

Broxap Ltd Order Number: ORD00144778

Site Address: JB Leadbitter & Co Ltd Kensington Aldridge Academy Site office Grenfell Rd London W11 1TQ

Contact Details

Name Position Tel:

Fadi Alabed Client 02074 010020/07947 482357

Ian Cooke Contracts Manager 01782 571676

Peter Doherty KIK Works Manager 01327 830906

Ian Cooke H&S Advisor 01782 571676

Brief Description of Works Installation of 1 No 11m x 7m Perimeter Beam Structure with 16 No M20 resin anchors Client will be removing roof covering to expose concrete floor, we will drill and install resin anchors, the client will be making good any roof surface and waterproofing.

Revision History

Revision Date Description

** ** ** EXAMPLE


Issue 01 15/10/2012

Page 2 of 10

1. Schedule of Works

The scope of our contracted works will be undertaken in accordance with the agreed schedule of works which has been established with the client or their primary agent. We shall not undertake any additional work or work outside of the agreed schedule unless formal agreement is in place and all such changes to the agreed schedule have been effectively communicated to all relevant parties by the client or principal contractor. The only exception to the aforementioned will be where we believe there is a risk to the safety and well-being of people and/or the likelihood of damage to property.

2. Competency of Employees

All employees of Broxap Ltd and associated Sub-Contractors are fully trained and are competent to undertake any task that they will be expected to work on. At certain times they may be assisted by trainees who where this is the case will be adequately supervised. All site operatives will be fully CSCS certified, and will provide their cards as evidence of their credentials before commencing work on site. On arrival, all operatives will sign in at security and attend the site induction as required, wearing full PPE and accompanied with a signed copy of the Method statement & Risk assessment, site instruction pack and CSCS cards. The Location of the induction room is to be advised on arrival.

3. Site Access/egress

Access and egress to the site and the location of the contracted works will be in compliance with the clients agreed vehicle and pedestrian traffic route system which will be advised at the site induction. Site access to vehicles is limited; vehicles should be parked on site and restricted to designated parking areas only. All vehicle access around site should consider local residents. **All deliveries to site are restricted to avoid school congestion times: No deliveries to be made between 8.30 – 9.15am and 14-45 – 15.15pm. ** Deliveries will be made to the car park area; however the products will be lifted by hand and placed approximately in position adjacent to the immediate installation areas. Only CSCS/CPCS trained and authorised personnel are permitted to sling loads and operate lifting equipment. If materials are offloaded using a lorry mounted HIAB, this must be operated by a CPCS, RTITB or other CITB affiliated trained operator. Any reversing vehicles will be accompanied by a banksman at all times. Where any such product exceeds the safe weight limit of 20Kg as defined by Broxap, in accordance with the Manual Handling Operations Regulations 1992, these shall be transported from the delivery vehicles to their specific site locations by way of trolleys and genie lifts.

EXAMPLE


Issue 01 15/10/2012

Page 3 of 10

4. Plant & Work Equipment

We shall take all reasonably practical steps to ensure that all plant and work equipment procured for the contracted works will be safe and used only by competent personnel. Please note the contents of our site specific risk assessment which has been provided as an appendix to this method statement. All plant and work equipment certification documents including scaffold tags, lifting equipment certification, CSCS Cards, PASMA and any applicable operator licences will be issued to the client at site induction on arrival prior to commencement of work. All plant and equipment used by Broxap Ltd on site will comply with all current British and or European Standards, and shall be fit for the task for which it is intended, with maintenance records made available if required to the client or his authorised representative. All access equipment i.e. scaffolding supplied by Broxap Ltd for use on site will be of the correct standard for the tasks that they are to be used for and will be subjected to a daily inspection prior to use and weekly maintenance, inspection and tagging that is to be recorded. Any electrical equipment that may be provided will be battery powered or 110 volt rated (PAT tested). All cabled portable equipment will be visually inspected prior to use each day. Any faulty item will be immediately withdrawn from use and labelled accordingly. All cables supplying portable equipment will be kept as short as possible and will be routed safely so as to avoid creating a hazardous situation. On no account will plant or equipment used by Broxap Ltd be loaned to persons from other organisations, neither will employees of Broxap Ltd be authorised to borrow plant or equipment from any third party.

5. Emergency Access and Egress

Emergency access and egress routes will be adequately marked, and during any site induction meeting all personnel will be advised of the position of these prior to the commencement of work on the site for the first time. These routes must and will be kept clear at all times. Employees, together with sub contract personnel of Broxap Ltd are instructed never to create obstructions with tools, materials, equipment, waste etc. Should, for whatever reason, an emergency access / egress route be altered or amended, all persons connected with Broxap Ltd will be advised of this. If on any occasion it is necessary for Broxap Ltd to temporarily divert such a route, information regarding this will be given to all persons it may affect before the changes are made. Reinstatement of the original route will be similarly advised.

EXAMPLE


Issue 01 15/10/2012

Page 4 of 10

6. PPE (Personal Protection Equipment)

PPE to be worn at all times as required by risk assessment; includes: Hard hat to EN397 High-visibility vests Protective footwear to EN345 Gloves Ear and eye protection should be used where necessary to EN352 and EN166 Disposable dust mask The wearing of shorts or ¾ length trousers is strictly prohibited on site. PPE is issued free of charge to all staff and ample stocks are available for replacement purposes in the event of damage or loss, our staff are instructed to report loss or damage to their PPE to ensure swift replacement.

7. The Safety of others who may be affected by the activities and actions of Broxap Ltd.

To ensure the health and safety of all persons who may be affected by the work activities of Broxap Ltd, all necessary controls will be put into place. Those who may need to be considered include employees of the Client and or the Principal Contractor, all those undertaking trades and or Professional activities on the site and members of the public on or in the vicinity of the site. In addition, access to the areas that may be hazardous will be restricted, e.g. confined spaces, excavations, storage areas, falls from heights, Heras fencing will be employed where reasonably practicable.

8. Health and Safety Notices and Signs

Where it is necessary to post Health and Safety notices or signage relevant to the work being carried on the behalf of Broxap Ltd, these will be made available and installed prior to commencement of the work to which they relate All personnel, visitors etc. are expected to comply with the relevant instructions, failure to do so by any representative of Broxap Ltd will be subject to the company disciplinary procedure in accordance with the company conditions of employment. Visitors not complying with any reasonable request or instruction will be asked to leave the site. In the case of personnel from the client’s organisation, those of the principal contractor or other contractors working on site, assistance in overcoming a situation of non-compliance will be requested and expected from the management of the organisation concerned.

EXAMPLE


Issue 01 15/10/2012

Page 5 of 10

9. Storage of Materials, Equipment Etc…

Adequate arrangements will be made for the safe and secure storage of all materials and equipment in an area close to the installation site, this area shall be fully isolated using Heras type fencing where reasonably practicable. This will include measures to ensure that scaffolding cannot be erected or, if under construction accessed by persons other than those working for Broxap Ltd e.g. the Clients employees, other trades / services on site or members of the general public. Do not leave work or tools or equipment where they could cause a trip hazard.

10. Pre-identified hazards

We have taken all reasonably practical steps to identify the hazards which pose a potential risk for the safe undertaking of our contracted works. Please note the contents of our site specific risk assessment which has been provided as an appendix to this method statement. Our risk assessment identifies known hazards and sets out in detail our control measures i.e. the means of reducing the risk of injury and/or damage. Hot Works should not be necessary under normal circumstances. Should Hot Works become necessary then it will only be carried out under the strict controls of the main contractors permit to work system.

11. Supervision and Monitoring Arrangements (Human Behaviour)

Site supervision will be carried out by the installation team leader on behalf of Broxap Ltd. The Foreman/Team leader will monitor and review his operatives attention to the relevant Health & Safety particulars contained within this document and in accordance with any other site specific guidelines and/or rules The site manager and or client should monitor the ongoing progress / safe working practice throughout the duration of the project and inform Broxap immediately with any deviation to this method statement. Permits to work required for any part of the installation are as follows: ** All operatives will be instructed in the agreed safe systems of work and in the contents of this site specific method statement and risk assessment. All operatives will be trained in basic first aid and hold CSCS / CPCS cards as applicable to their role. At least one operative per team will hold PASMA and/or IPAF cards.

EXAMPLE


Issue 01 15/10/2012

Page 6 of 10

12. The Arrangements for First Aid

All company vehicles used by the employees and sub-contractors of Broxap Ltd carry a travelling first aid kit, which will be brought into the workplace for use as required. The kit contains all the necessary items and will be replenished by the organisation as they are used. The travelling first aid kits are adequate for minor injuries. Where the client or principal main contractor has first aid facilities in place, arrangements will be made where possible for injured persons to attend these should the travelling first aid kit be insufficient. All injuries, no matter how minor, sustained by employees of Broxap Ltd in the workplace will be reported in the injury book of the client or principal/main contractor as well as that of Broxap Ltd. Should an injury occur that cannot be dealt with by the provision on site, then assistance of the emergency services will be obtained. This procedure also applies to cases of personal health problems. Employees of Broxap Ltd are instructed that should they be suffering from an injury, or medical condition, that may affect their personal safety or the safety of others in the workplace this must be reported to the site agent, or his/her nominated deputy, immediately that it becomes apparent.

13. Emergency Procedures

All Emergency Procedures put in place by the Client; Principal/Main Contractor will be communicated to employees of Broxap Ltd who will be instructed to comply with these in full. Operatives are to familiarise themselves with the clients emergency and first aid arrangements. Broxap’s site operatives are to be trained in basic first aid and one should be part of the site installation team. The failure by any employee of Broxap Ltd to comply with any emergency procedure should be reported to our senior representative on site. Any such infringements will be dealt with under the company’s disciplinary procedure. Emergency contact numbers to be supplied by site manager during site induction. Other emergency contacts are detailed in section 2.0 of this method statement.

14. Environmental Hazards & Considerations

An integral part of our site specific risk assessment process is the identification of potential hazards to the environment and other identified environmental considerations. All generators and fuel containers for use on site will be stored on a suitable drip tray and spill kits are readily available. Generators must be reduced to an acceptable decibel level based on site noise assessment. EXAMPLE


Issue 01 15/10/2012

Page 7 of 10

15. Preliminaries to on site working

Upon their arrival on site, all Broxap Ltd installation personnel shall report directly to the site manager who will advise working times and open any gates necessary to gain access to site. Operatives will be fully briefed prior to attending site of their roles and responsibilities, they will fully aware of their requirements and method of construction. The installation team leader shall demonstrate during the site induction process the competence of all installation personnel under his / her control to work in a safe manner and shall produce documentary evidence of their CSCS / NPORS accreditation on request. The site manager will agree a suitable area in which the installation team leader can erect security Heras fencing to isolate the immediate working areas from all other site activities and pedestrian traffic. The transportation vehicle(s) will arrive on site where they will receive instructions from the installation foreman concerning offloading of all material and plant necessary to effect the installation which will be deposited and contained within the designated storage area All site waste will be cleared and disposed of in the correct manner, all delivery pallets are to be returned to Broxap Ltd by the installation team.

Appendices – Tick if applicable

1 Product method of build 2 Concrete pockets installation

3 Concrete base installation

4 Risk Assessment

EXAMPLE


Issue 01 15/10/2012

Page 8 of 10

Phase 1 - Installation of 16 No Resin Anchors

If applicable ensure that permits to work are in place prior to work commencing.

Check dimensions the client has marked out to ensure correct before drilling.

Using a template of the base plate, drill with a 7mm drill bit to ensure no steel reinforcing his drilled

through, if steel is hit then the hole can be moved along the slot or into another hole position on the

base plate, once all 4 No 7mm holes are drilled and its confirmed no steel reinforcing is present the

24mm drill bit can be used and the holes drilled to a depth of 170mm.

The holes can be cleaned out with a wire brush and hand air pump, the resin will then be injected

into the hole and anchor pushed in until it’s in position.

This can then be completed until all of the anchors are installed.

Phase 2 - Product Build Method - Installation of a 11m x 7m Cairns Shade Sail with Perimeter Beam

TO BE READ IN CONJUNCTION WITH SITE SPECIFIC CRANE LIFT PLAN PRODUCED BY A.P

If applicable ensure that permits to work are in place prior to work commencing.

Set up Crane as per Lift Plan method statement

Erect temporary safety fencing to form a suitable exclusion zone to prevent unauthorised access to

the work area. EXAMPLE


Issue 01 15/10/2012

Page 9 of 10

Locate 1st 165kg column type 01 onto M20 threaded studs using Spider Crane and appropriate

tagged and tested lifting straps with slings at top of column, pack base-plate to required level and

plumb column, tighten nuts down onto M20 x 50mm dia. washers.

Locate 2nd165kg column type 01 onto M20 threaded studs using Spider Crane and appropriate

tagged and tested lifting straps, pack base-plate to required level and plumb column, tighten nuts

down onto M20 x 50mm dia. Washers

Locate 3rd 119kg column type 02 onto M20 threaded studs using Spider Crane and appropriate



Locate 4th 119kg column type 02 onto M20 threaded studs using Spider Crane and appropriate



Double sling and lift first 255kg perimeter beam type 01 into position over column types 01 and 02.

One IPAF trained operative using Z45 cherry picker bolt into position at either end using M24 x 70

fixings.

Repeat for second perimeter beam type 01 and for 2Nr 117kg type 02 perimeter beams

Attach membrane to 4Nr membrane plates and attach to columns using M24 strap toggles, pull

cables through holes in plates and fabric, tension membrane using strap toggles and ratchet spanner

working from mobile scaffold tower erected by PASMA trained operative.

Clean down and snag structure, fully tighten all fixings and touch up as necessary.

Client to shutter base-plates and fill void with hi-flow grout, reinstate surface finish as necessary.

Following inspection ensure that the job is signed off and works completed to the clients

satisfaction.

** FLUTED TAPS AND LONG TAPPING HANDLE WILL BE REQUIRED FOR THE INSTALLATION DUE TO

BUILD UP OF GALV AND POWDER COATING IN SOMEOF THE PRE DRILLED BOLT HOLES **

EXAMPLE


Issue 01 15/10/2012

Page 10 of 10

Declaration There will be no deviation from this method statement or safe systems of work unless detailed discussion with the client/principal contractor has been concluded or an agreement is in place to progress the contracted works. At this stage a revised method statement or safe system will be devised and implemented.

Acceptance

Name Company Date

1

2

3

THIS METHOD STATEMENT HAS BEEN WRITTEN IN CONJUNCTION WITH BROXAP’S HEALTH & SAFETY & QUALITY CONTROL DEPARTMENT AND HAS BEEN REVIEWED AND ACCEPTED BY THE SITE INSTALLATION OPERATIVES. THIS DOCUMENT IS FOR THE SOLE USE OF BROXAP Ltd AND MUST NOT BE COPIED OR USED BY OTHER ORANISATIONS

EXAMPLE

Risk Assessment Record – Project 006216 Kensington Aldridge Academy Issue 2 – 06/11/2012

Persons at Risk Severity Probability Risk Rating

E - Employees 1 No Injury 1 Very Unlikely 1 – 5 LOW A - Acceptable

C - Contractors 2 Minor Injury 2 Unlikely 6 - 15 MEDIUM M - More Analysis Required

V - Visitors 3 +7 Day Absence 3 Likely 16 - 25 HIGH U – Unacceptable Risk

P - Public 4 Major Injury 4 Very Likely

A - All 5 Death 5 Virtually Certain

Page 1

Workplace/Site Kensington Aldridge Academy, Site Office, Grenfell Road, London, W11 1TQ Assessment Number KIK/006216/RA1 Task / Activity Installation of 1 No 11m x 7m Perimeter Beam Structure with 16 No M20 resin anchors

Assessment Date 12/05/2014 Review By TWO Position Business Manager

Significant hazards identified from site specific Method Statement

Uncontrolled Risk

Preventative & Protective Control Measures allowing task to proceed

Remaining Risk Action by whom & by date

1 Process

2 Hazard

3 P

erson

s at

Risk

4 Hazard Effect

5 Severity

6 P

rob

ability

7 R

isk Ratin

g

8 Control Measures

9 Severity

10

Pro

bab

ility

11

Risk R

ating

12

Acce

ptab

le

13 Actions – by when & by whom

14

Co

mp

leted

Working At Height

Falling from height, falling materials

C, E,

Serious injury, fatality 5 3 15 All practicable steps taken to eliminate work at height at design stage. All work will be carried out from within the confines of suitable scaffold tower with double guardrails & toe boards or cherry pickers. Operatives undertaking work at height will be SSSTS/CSCS/CPCS and PASMA/IPAF trained. No operatives to walk on unprotected roof surfaces.

5 2 10 Y Continuous refresher training on work at height on an annual basis.

Installation Site Activities

Injuries to Essential Commuter Traffic

A Serious injury, fatality 5 3 15 Restrict access to working area, ensuring all products to be installed remain in a safely secured compound prior to installation. All movement of substantial material / parts will be supervised by the installation team leader.

5 2 10 Y Review and maintain restricted access to working area.

Unsupported / un-fixed parts of product

Falling parts C, E,

Serious injury, fatality, 5 3 15 All steelwork to be adequately supported during erection and bolted into position immediately. Mechanical plant to be utilised in the form of spider crane or genie lift to assist in lifting operations.

5 1 5 Y No actions required.

EXAMPLE








Page 2



Drilling / Breaking

Personal injury

C, E

Major injury, minor injury

4 2 8 Use correct PPE when using hand tools, eye protection is mandatory. Maintain drill perpendicular to work area to avoid grabbing. Always remove chuck key before drilling commences and store securely.


Drilling / Breaking

Noise Pollution

C, E


5 5 25 Where noise caused by drilling exceeds the upper exposure limit, hearing protection will be mandatory and a protection zone will be maintained at all times during the process.


Drilling / Breaking

Dust and fume inhalation

C, E


4 2 8 Complete drilling operations in a well ventilated area, outside of any building if possible. Use water to douse the drill bit during the procedure to minimise any excess dust. Use suitable dust masks whilst completing drilling operations.


Drilling / Breaking

HAVS C, E

Hand / Arm vibration, Whole body vibration. Respiratory complaints

4 5 20 Operatives will only use vibration tagged and tested tools that are suitable for the application. Only trained & competent operatives to use equipment provided. Refer to points system HSE website for further information. www.hse.gov.uk

4 2 8 Y Regular toolbox talks.

Excavating Foundations

Striking buried services, collisions, falling into excavations

C, E, P, V,

Major injury, fatality 5 4 20 Always fence off work area using Heras fencing restricting access to the public. Machine drivers CPCS trained & accompanied by trained banksman. Utilise applicable H&S signage. Obtain service plans from customer. Always CAT scan area prior to excavating.

5 2 10 Y Regular toolbox talks

Concreting Skin complaint / dermatitis

C, E,


4 3 12 Never handle wet concrete with bare hands. All operatives to wear full PPE including suitable gloves and overalls.

4 1 4 Y No actions required EXAMPLE








Page 3



COSHH Respiratory complaints, skin rash, burns

C, E,


4 2 8 No operative to apply any aerosol touch up application without proper instruction and the appropriate PPE, suitable gloves, eye & mouth protection as necessary on assessment of product COSHH data sheets

4 1 4 Y No actions required

Electricity at work, use of portable power tools

Electric shock

C, E,

Major injury, fatality 5 3 15 Use only 110v or battery operated tools. All portable power tools to be PAT tested. Visual check on leads prior to & after use. Ensure tools stored in a safe, dry and lockable location. Report all faulty equipment immediately & remove from service. Do not use electrical tools in the wet


Using small hand tools

Cuts, abrasions

C, E,

Minor injury 3 2 6 Inspect tools prior to first use and on a weekly basis. Withdraw any defective tools from use. Store correctly.


Manual handling

Back strains, sprains

C, E,

Minor injury + 7 day absence

3 4 9 All operatives are trained in manual handling techniques. All bulky / heavy loads will be lifted using suitable powered & non powered machinery. Operatives only manually lift loads they are comfortable with. Ensure that the workplace is free from obstructions, avoid level variation and vary works to avoid repetitive handling.

3 2 6 Y Continued manual handling refresher training.

Use of Personal Protective Equipment

Restrictive movement,

C, E,

Minor injury 2 3 6 Ensure PPE issued is suitable for the operation being undertaken. Impact goggles when cutting, dust masks when drilling. Boots, Hard hat, Hi-Vis and gloves at all times.


EXAMPLE








Page 4



First Aid Lack of trained personnel

C, E,

Major & minor injuries 5 3 15 All company vehicles are fitted with first aid kits. All site operatives are trained in basic first aid.

4 2 8 Y Ensure first aid training renewed annually.

Environmental Impact

EA fines, human impact, reputation

A Pollution / contamination, dust, fumes, watercourse, noise

5 5 25 All generators will be noise suppressed to comply with maximum decibel levels. Drip trays will be utilised & spill kits available in company vehicle. All surplus material, concrete, slurry must be disposed of into site skips prior to washing down on completion of work. Ensure all SW drains are covered for duration of work. Dust suppression equipment used as required. Personal ear protection must be worn from 85 dBA.


Use of Ladders Falling from height

C, E,

Major injury, fatality 5 4 20 Ladders are only used when all other practicable means of access have been ruled out. All ladders are Class 1 industrial to EN131 and are used for very short durations, maximum permitted 15 minutes. Operatives should have 3 points of contact with the ladder at all times.

5 2 10 Y Check ladder condition before use and on a fortnightly basis and update ladder register & maintenance document.

EXAMPLE








Page 5

Deliveries Fire C,

E Serious injury, fatality 5 3 15 Ensure that the vehicle is immobilised

when stationary. No smoking will be permitted on site. The vehicle should always carry the appropriate fire extinguisher.


Loads Heavy or bulky loads

C, E

Serious injury, fatality 5 2 10

Split the loads to reduce the weight. Ensure that the appropriate lifting aids are utilised at all times.


Unloading vehicles, product & plant / equipment

Level variation

C, E

Serious injury, fatality 5 4 20 Avoid slopes and rough ground, ensuring that the vehicle unloading position and lay down area are both level and firm. Outriggers to be utilised wherever practicable.



Personal injuries

A Serious injury, fatality 5 5 25 Ensure that the unloading area is clear of pedestrian traffic prior to delivery commencing. Unloading area is to be clearly marked and secured.



Falling from height

C, E

Serious injury, fatality 5 3 15 All contractors / employees trained in manual handling techniques. Only CPCS trained operatives to unload plant. Mechanical lifting plant to be utilised where loads are excessive weight & cannot be split down. Rear ramps only to be used to unload tracked machines & are not for pedestrian access.

5 2 10 N No actions required.

Loading vehicles, plant & equipment

Falling from height, slips & trips

C, E,

Serious injury, fatality 5 3 15 All contractors / employees trained in manual handling techniques. Only CPCS trained operatives to load plant. Mechanical lifting plant to be utilised where loads are excessive weight & cannot be split down. Rear ramps only to be used to load tracked machines & are not for pedestrian access.

5 2 10 N Edge protection fitted to company HGV vehicles January 2013. Manual handling refresher req’d

EXAMPLE








Page 6

Adverse weather conditions

Slips & trips C, E,

Minor or major injury 4 4 16 Correct safety footwear issued FOC to all employees. Regular toolbox talks on slips and trips. Install teams instructed not to use rear aluminium ramps for pedestrian access. Do NOT load or unload in heavy rain / snow.


Load securing Loads moved in transit

C, E

Serious injury, fatality 5 4 20 Loads are always safely secured with suitable & sufficient ratchet straps.


Unfamiliarity with customer’s site, rules & regulations

People, vehicles or objects being struck.

C, E, P, V,

Serious injury, fatality 5 3 15 Ensure all deliveries are pre-booked with site and that time slots are maintained. Ensure that a banksman, hazard lights and siren is utilised whenever reversing vehicles on site. Hi-vis clothing is to be mandatory


Authorised by The Responsible Manager

Name: Signed: Dated: 03/06/2014

THIS RISK ASSESSMENT HAS BEEN WRITTEN IN CONJUNCTION WITH BROXAP’S HEALTH & SAFETY & QUALITY CONTROL DEPARTMENT AND HAS BEEN REVIEWED AND ACCEPTED BY THE SITE INSTALLATION OPERATIVES. THE SITE FOREMAN WILL MONITOR AND REVIEW HIS OPERATIVES ATTENTION TO THE RELEVANT HEALTH & SAFETY PARTICULARS CONTAINED WITHIN THIS DOCUMENT AND IN ACCORDANCE WITH ANY OTHER SITE SPECIFIC GUIDELINES AND/OR RULES. IN THE EVENT OF ABNORMAL CONDITIONS ON SITE, WORK WILL BE STOPPED, ANY RISK ASSESSED AND THE APPROPRIATE CONTROL MEASURES WILL BE PUT IN PLACE. THIS DOCUMENT IS FOR THE SOLE USE OF BROXAP Ltd AND MUST NOT BE COPIED OR USED BY OTHER ORGANISATIONS.

EXAMPLE

The charts that have been included have been reproduced from manufacturer specifications, and while every effort has been made to ensure their accuracy, we do not accept any responsibility for errors or omissions. We also need to draw your

attention to the guidance notes on page 47 to assist you with your crane selection.

AINSCOUGH CRANE HIRE LIMITED

CL6

City Crane Kato CR-250City & Low

Headroom Cranes

25Tonne

Dimensions

Capacity(t) 22 2.6

Weight(t) 0.18 0.1

Hookblock

R1 =8.30m(Minimumturningradius)R2 =8.49m(Turningradiusofextremelyoutertire)R3 =9.25m(Chassisturningradius)R4 =9.93m(Boomendturningradius)

A =4.85m(Widthofentrance)B =4.13m(Widthofwheelexit)C =4.89m(Widthofchassisexit)D =5.56m(Widthofexitatendofboom)

R1 =5.00m(Minimumturningradius)R2 =5.19m(Turningradiusofextremelyoutertire)R3 =5.95m(Chassisturningradius)R4 =6.77m(Boomendturningradius)

A0=4.16m(Widthofentrance)A1=3.48m(Widthofwheelentrance)B =3.44m(Widthofwheelexit)C =4.20m(Widthofchassisexit)D =5.02m(Widthofexitatendofboom)

Rightturnintwo-wheelsteeringmode Rightturninfour-wheelsteeringmode

EXAMPLE




CL7

Kato CR-250 City Crane25City & Low

Headroom Cranes

Tonne

Main Boom DutiesRa

dius

(m)

Out

rigge

rsf

ully

ext

ende

d(6

.0m

)36

0ºf

ullr

ange

Out

rigge

rsin

term

edia

tely

ext

ende

d(4

.5m

)36

0ºf

ullr

ange

Out

rigge

rsc

ompl

etel

yre

trac

ted

(Blo

cked

on

vert

ical

cyl

inde

rs)-

360

ºfu

llra

nge

6.7m

11m

15.2

m21

.6m

28m

6.7m

11m

15.2

m21

.6m

28m

6.7m

11m

15.2

m21

.6m

28m

2.8

2512

1225

1212

109.

57.

93

2212

128

2212

128

8.75

8.45

7.15

6.5

3.5

2012

128

2012

128

6.6

6.3

5.65

5.45

417

1212

86.

517

1212

86.

55.

14.

854.

554.

554.

254.

515

1212

86.

515

1212

86.

54.

13.

853.

73.

83.

655

1212

86.

512

128

6.5

3.1

33.

23.

155.

512

128

6.5

9.8

9.7

86.

52.

52.

42.

72.

76

1211

.58

6.5

8.2

8.1

86.

52.

051.

952.

32.

356.

511

.310

.68

6.5

76.

857.

256.

51.

61.

551.

952

710

.15

9.9

7.85

6.5

65.

956.

556.

51.

251.

21.

651.

758

7.9

7.8

7.1

5.9

4.6

4.5

5.1

5.4

0.7

0.6

1.15

1.3

96.

26.

16.

355.

353.

63.

454.

054.

410

4.9

5.45

4.8

2.65

3.3

3.6

114

4.6

4.3

2.05

2.65

312

3.25

3.85

3.85

1.55

2.15

2.5

133.

653.

33.

51.

151.

752.

114

2.8

3.1

1.4

1.75

152.

352.

71.

151.

4516

22.

350.

91.

2

171.

72

0.7

0.95

181.

451.

750.

50.

8

191.

21.

50.

350.

620

(19.

7m)

1.05

1.3

0.45

211.

150.

35

220.

95

230.

8

240.

7

250.

6

260.

5

stan

dard

hoo

kfo

r25

ton

(opt

iona

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r22

ton

for

25t

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nal)

for

22t

onfo

r25

ton

(opt

iona

l)fo

r22

ton

Hoo

kM

ass

200k

g20

0kg

200k

g20

0kg

200k

g20

0kg

Part

sof

Lin

e7

47

47

4

Crit

ical

Boom

Ang

le--

----

----

----

----

35º

--20

º51

º62

º69

º

EXAMPLE




CL8

City Crane Kato CR-25025City & Low

Headroom Cranes

Tonne

Fly Jib Duties

28.0mBoom+5.4mJib(Standardhookfor4.0ton-Hookmass60kg)

Outriggersfullyextended(6.0m)-360ºfullrange

BoomAngle(º)

Offset5º Offset25º Offset45º

WorkingRadius(m)

Load(t)

WorkingRadius(m)

Load(t)

WorkingRadius(m)

Load(t)

81 5.2 3 7 2.5 8.3 1.55

77.7 7.2 3 8.9 2.5 10 1.55

75 8.9 3 10.4 2.3 11.4 1.5

73 10 3 11.5 2.14 12.4 1.46

70 11.7 2.6 13.1 1.94 13.9 1.42

65 14.3 2.15 15.7 1.69 16.3 1.35

60 16.8 1.83 18.1 1.49 18.7 1.3

55 19.2 1.55 20.3 1.35 20.8 1.25

54 19.6 1.45 20.7 1.32 21.2 1.22

52 20.4 1.29 21.5 1.19 22 1.18

50 21.2 1.14 22.3 1.05 22.7 1.08

48 22 1.01 23 0.94 23.3 0.99

45 23.2 0.82 24.1 0.77

40 25 0.58 25.8 0.54

35 26.6 0.4 27.2 0.38

CriticalBoomAngle 33º 33º 46º

28.0mBoom+5.4mJib(Standardhookfor4.0ton-Hookmass60kg)


BoomAngle(º)

Offset5º Offset25º Offset45º

WorkingRadius(m)

Load(t)

WorkingRadius(m)

Load(t)

WorkingRadius(m)

Load(t)

81 5.2 3 7 2.5 8.3 1.55

77.7 7.2 3 8.9 2.5 10 1.55

75 8.9 3 10.4 2.3 11.4 1.5

73 10 3 11.5 2.14 12.4 1.46

70 11.7 2.6 13.1 1.94 13.9 1.42

69 12.2 2.5 13.6 1.88 14.4 1.4

67 13.2 2.14 14.7 1.77 15.3 1.37

64 14.7 1.63 16 1.46 16.8 1.33

60 16.6 1.14 17.9 1.02 18.5 1

55 18.9 0.7 19.9 0.67 20.7 0.6

50 21 0.39 21.9 0.37

CriticalBoomAngle 48º 48º 53º

28.0mBoom+8.2mmJib(Standardhookfor4.0ton-Hookmass60kg)


BoomAngle(º)

Offset5º Offset25º Offset45ºWorking

Radius(m)Load

(t)Working

Radius(m)Load

(t)Working

Radius(m)Load

(t)

81 6 2 8.7 1.2 10.5 0.8

77.7 8.7 2 11.1 1.2 12.7 0.8

75 10 2 12.2 1.2 13.7 0.78

72 11.9 1.81 14 1.2 15.3 0.75

70 13 1.71 15.1 1.18 16.4 0.74

65 15.9 1.49 17.8 1.12 18.9 0.72

60 18.6 1.33 20.3 1.05 21.3 0.69

55 21.2 1.2 22.7 0.98 23.5 0.67

53 22.1 1.14 23.6 0.95 24.3 0.66

50 23.5 0.96 24.9 0.77 25.4 0.65

47 24.7 0.8 26.1 0.63 26.5 0.64

45 25.6 0.69 26.8 0.56

40 27.5 0.49 28.5 0.39

35 29.1 0.33Critical

BoomAngle 33º 38º 45º

28.0mBoom+8.2mmJib(Standardhookfor4.0ton-Hookmass60kg)


BoomAngle(º)

Offset5º Offset25º Offset45ºWorking

Radius(m)Load

(t)Working

Radius(m)Load

(t)Working

Radius(m)Load

(t)

81 6 2 8.7 1.2 10.5 0.8

77.7 8.7 2 11.1 1.2 12.7 0.8

75 10 2 12.2 1.2 13.7 0.78

72 11.9 1.81 14. 1.2 15.3 0.75

70 13 1.71 15.1 1.18 16.4 0.74

65 15.9 1.49 17.8 1.12 18.9 0.72

63 16.9 1.26 18.8 1.09 19.8 0.7

60 18.4 0.98 20.2 0.87 21.3 0.69

58 19.4 0.81 21.2 0.72 22.2 0.68

55 20.8 0.6 22.5 0.54 23.3 0.53

50 23.1 0.31

CriticalBoomAngle 48º 53º 53ºEXAMPLE




CL9

Kato CR-250 City Crane25City & Low

Headroom Cranes

Tonne

Free on Wheels DutiesStationaryonrubber(withoutoutriggers)

6.7mBoom 11mBoom 15.2mBoom

WorkingRadius(m) OverFront 360ºFull

Range OverFront 360ºFullRange OverFront 360ºFull

Range

3 6 5.5 5.2

3.5 8.5 4.5 8.5 4.1 8 3.8

4 8.5 3.3 8.5 3.2 8 3

4.5 7.5 2.55 7.2 2.55 6.5 2.4

5 6.1 2 5.4 1.9

5.5 5.1 1.55 4.55 1.5

6 4.25 1.2 3.85 1.15

6.5 3.55 0.9 3.3 0.85

7 3 0.65 2.8

8 2.15 2.05

9 1.55 1.5

10 1

11 0.6

StandardHook for22ton

HookMass 200kg

PartsofLine 6 4

CriticalBoomAngle -- -- -- 30º 33º 57º

Pick & Carry DutiesPick&Carry(lessthan2km/h)(withoutoutriggers)

6.7mBoom 11mBoom 15.2mBoom

WorkingRadius(m) OverFront 360ºFull

Range OverFront 360ºFullRange OverFront 360ºFull

Range

3 4.8 4.4 4

3.5 6.8 3.6 6.4 3.3 5.9 3

4 6.8 2.65 6.4 2.55 5.9 2.4

4.5 6 2.05 5.5 2.05 5 1.9

5 4.75 1.5 4.3 1.4

5.5 4.1 1.05 3.65 1

6 3.4 0.65 3.1 0.6

6.5 2.85 2.65

7 2.4 2.25

8 1.65 1.6

9 1 1

10 0.5

11

StandardHook for22ton

HookMass 200kg

PartsofLine 6 4

CriticalBoomAngle -- -- -- 42º 35º 60ºEXAMPLE

10.000

FFL12.000

SSL11.725

250mm RC slab

11.000

12.000


Doorway aperture

Doorway aperture

Doorway aperture

Doorway aperture

Doorway aperture

Doorway aperture

Doorway aperture

Vent cowl

Vent cowls

Vent cowl

Parapet wallBallustrade

E:3943.255N:1009.850

E:3948.755N:1000.324

E:3949.317N:1013.350

E:3949.317N:1013.350

1100

0

7000

27349

20538

19894

26894

1195

0

9944

5850

6070

6000

5538

8000

28000

2681

4

1486

4

1687

0


Date : Scale :

Checked:

Drawing Title :

Broxap Order No :

Project :

@

Client :

Drawn:

Drawing Status:


Tel: +44 (0) 1782 564411 Fax: +44 (0) 1782 564312








RZ

06-05-2014 A3


11m x 7m Cairns Perimeter BeamLift Plan - Crane CR250

00621-1.00 A

NameColumns


255 kg

117 kg

Size

BEAMS & SIZEEXAMPLE

EXAMPLE

KKeeeepp iitt KKooooll aatt BBrrooxxaapp LLttdd

Structure House, Gayton Road, Eastcote, Northamptonshire NN12 8NG

LLiifftt PPllaann

Appointed Person Carrying Out Assessment

Anthony Woodfield

Time of Assessment

14.03

Date of Assessment

3rd June 2014

Reference No:

ORD00144778

Client

JB Leadbitter & Co Ltd

Contact

Fadi Alabed

Tel

0207 401 0020

Fax

Site Contact

Rui Ferreira

Tel

07900 136714

Fax

Site Address

Kensington Aldridge Academy, Site office, Grenfell Rd London, W11 1TQ

Description of Lift (s)

To lift 8 steel sections into position on first floor

Contract Goods to be lifted:

CCoonnttrraacctt GGooooddss 11

CCoonnttrraacctt GGooooddss 22

CCoonnttrraacctt GGoooodd 33

Description of item(s):

Steel Columns Steel Perimeter Beam

Dimensions: Various Various

Weight:

Net: 165kg 255kg

Block: 60kg 60kg

Tackle: 4kg 4kg

Gross: 229kg 319kg

Max Radius: 27.5m 27.5m

Height of lift: 11.95m max 11.95m max

LLiifftt DDeettaaiillss

Start Date of Lift: 16th June 2014

Est. Time of Lift: 08:00 on site

Value of Lift: N/A

AAbbnnoorrmmaalliittiieess ooff LLooaadd

Slinging Difficulties: None

Sharp Edges; None

Position of C of G:

Measured & calculated C of G

Surface Area: N/A

EXAMPLE

AAcccceessss // EEggrreessss // LLiiffttiinngg PPoossiittiioonn ffoorr CCoonnttrraacctt EEqquuiippmmeenntt

Access / Egress:

Access is via the entrance gate is in Silchester Road W10

Lifting Position(s)

As per attached plan

CCoonnttrraacctt EEqquuiippmmeenntt

1st 2nd 3rd 4th 5th 6th

Make & Model: KATO – CR250

Capacity: 25 tonne

Main Boom Length: 28m

Fly Jib: 8.2m

Outrigger Spread: 6m x 6m

Standard Outrigger Pads: 1m diameter

Add. Load Bearing Pads: Not Required

Counterweight: N/A

Weight of Crane: 25 tonne

Outrigger Point Load: 9.61 tonne

Mat Area Provided: 0.785

AAlltteerrnnaattiivvee CCrraannee DDeettaaiillss

Make & Model:

Capacity:

Main Boom Length:

Fly Jib:

Outrigger Spread:

Standard Outrigger Pads:

Add. Load Bearing Pads:

Counterweight:

Weight of Crane:

Outrigger Point Load:

Mat Area Provided: ~~ IIMMPPOORRTTAANNTT NNOOTTEE ~~

CClliieenntt iiss rreessppoonnssiibbllee ffoorr eennssuurriinngg tthhaatt tthhee ggrroouunndd ccoonnddiittiioonnss aarree ssuuiittaabbllee ttoo aacccceepptt tthhee ccaallccuullaatteedd llooaaddiinnggss aanndd pprreessssuurreess sshhoowwnn aabboovvee..

EXAMPLE

PPeerrssoonnnneell

Broxap Ltd will provide the following personnel, complete with relevant personal protective equipment. The duties of these people will be defined in British Standards 7121.

PPeerrssoonnnneell ((TTiittllee)) NNoo..

Appointed Person: Anthony Woodfield

Crane Operator(s): 1

Slinger / Signaller(s): 1

Note: The Appointed Person may decide that one person, can carry out more than one duty. Slinger/Signaller will have control of the lift and may be deputised to carry out lift in accordance with this lifting method statement and lift plan to include rigging. Site personnel can assist if they are fully certificated for the task involved and are aware and understand this method statement.

CCoonnttrraacctt EEqquuiippmmeenntt // LLiiffttiinngg AApppplliiaannccee

2 No 4m Nylon Slings SWL 1 tonne

Tag lines

SSeeqquueennccee ooff OOppeerraattiioonnss

1

Tool Box Talk to be given to all personnel involved in the Lifting Operation. Reference to Risk Assessment etc. All personnel involved in the operation to wear Personnel Protective Equipment (PPE) in accordance with site rules and the task in-hand. Standard PPE to be used is Hard Hat, High Visibility Clothing, Safety Gloves and Safety Boots.

2 Crane to drive / reverse on site under direction of banksman. Crane will be set up in the lifting area. Site personnel

may assist rigging of the crane under the direct supervision and direction of the crane operator.

3 Lifting area to be cordoned off. Only personnel involved in the lift will be permitted to this area. The lifting position permission to be obtained by Client. 8.2m Fly Jib will be extended into position in an area suitable

4

Crane operator shall set up crane in accordance with the manufacturer’s instructions, and extend jib to the predetermined jib length of 28m. The crane operator will be in constant contact with slinger/signaller supplied by Ainscough using two-way radios.

5 Slinger/signaller shall attach the slings to the hook of the crane. Slinger/signaller shall then direct the crane operator to the point of lift and attach the slings to the steel column.

6

Once the slings are securely attached to the steel column, the slinger/signaller will direct the crane to lift and take some of the weight, and then the operation will stop. Checks will be made for security of the lifting points and load. Tag lines will b e attached.

7 The slinger/signaller shall then direct the crane operator to lift the steel column to its final position determined by client. Care will be taken not to over sail any personnel and keep the steel column within the site’s lifting boundary.

8 The steel column will be held in this position, only when the steel column is secure the crane will be directed to lower fully.

9 Slinger/signaller shall then detach the slings from the steel column and then signal to the crane operator that the lift is now complete.

10 The other steel columns and beams will be lifted using the same method as above.

11 On completion, the crane will de-rig as per manufactures instructions. Again other site personnel can assist with the de-rig operation but under the guidance of the crane operator.

12 Site to be made safe and tidy as necessary.

EXAMPLE

CClliieenntt’’ss RReessppoonnssiibbiilliittiieess::

The client’s responsibilities are defined in the CPA Standard Terms & Conditions for Contract Lifting Services. This document is available on request.

The client is also responsible for ensuring that the ground or other surface will be firm, level and in good condition, and will provide proper support for the loads imposed by the Contract Equipment as stated by the Company and also including the weight of the item(s) to be lifted as stated by the client. The client must also provide lifting information relating to the Contract Goods and if necessary its lifting attachments.

KKeeeepp iitt KKooooll aatt BBrrooxxaapp LLttdd::

Broxap Ltd will perform the Contract Lifting Service in accordance with:

Lifting Operations and Lifting Equipment Regulations 1998 (SI 1998 No. 2307) Provision & Use of Work Equipment Regulations 1998 (IS 1998 No. 2306) British Standard Codes of Practice for the Safe Use of Cranes (BS 7121), as amended from time to time,

and/or any Regulations or Codes of Practice which may supersede them.

Broxap Ltd shall be liable for loss or for damage or injury to persons or property when caused solely Broxap Ltd’s negligence in the performance of the contract and shall not be liable for any such loss, or damage or injury due in whole or part to any negligence on the part of the Client or any third party.

Clause 7 of CPA Standard Terms & Conditions for Contract Lifting Services details all exclusion of Broxap Ltd’s liability with regards to the contract lifting service

WWeeaatthheerr CCoonnddiittiioonnss::

The Appointed Person will ensure that the lifting operation only takes place if the weather conditions are within the limits recommended by the crane manufacturer and Company Guidelines.

These limits are based on lifting on or below 5 on the Beaufort Scale (8-10.7 meters per second) or above if the load being lifted can be safely held using the tag lines attached.

GGrroouunndd CCoonnddiittiioonnss

The lifting area to be checked for suitability for the load bearing of the crane identified in the lift plan by site management. All services to be noted and avoided or protected.

Client shall provide firm, level ground to enable the crane and its support vehicles to travel and safely set up in position. A clear level hard standing area for the crane capable of withstanding the anticipated outrigger loads to be imposed as detailed in this method statement.

CCoonnttiinnggeennccyy PPllaann::

Any changes or variations within the method statement / lift plan, a contingency plan will take effect. These changes will be discussed with all personnel involved in the lifting operation.

EXAMPLE

Assessment of Health & Safety Risks: Client JB Leadbitter & Co Ltd

Date of Assessment 3rd June 2014

Description of Lift As Above (Page 1)

Site Address As Above (Page 1)

Appointed Person Anthony Woodfield

Identified Risks Affects the Following Rating Action Rating

Access / Egress for vehicles to & from site

Possible injury to personnel. Possible damage to vehicles / property

Medium

Plant to be fitting and operated flashing amber lights. Audible alarms for reversing. Using of Banksman to direct crane/ transport into and from position.

Low

Confined Working Area

Injury to personnel caused by crushing. Damage to property

Medium

A Banksman will be supplied to marshal the crane into confined area.

Low

Other vehicles on site

Risk of injury to operatives / personnel. Risk of damage to property, equipment and machinery

Medium

An exclusion zone must be established with warning and directional signs.

Low

Unstable / Soft Ground – None visible at site visit

Unstable ground causing crane to collapse, possible injury to personnel. Possible damage to property

Medium

The ground to be prepared to allow crane & transport to access lifting area safely. The area where the crane is to be set-up to be made suitable to support the loads identified on Page 2.

Low

Underground services / Excavations

Possible risk of injury to all personnel if crane collapse. Possible damage to vehicles /

Medium

Client and / or main contractor to inform Bernard Hunter Ltd of position of any services – these will be avoided and or protected.

Low

Setting Up Cranes – on erection and dismantle

Possible injury to operatives and other personnel. Possible damage to plant / property

Medium

Operatives following manufacture’s erection / dismantle procedures at all time. (See crane manual if required)

Low

EXAMPLE

Client

As above

Identified Risks

Affects the Following

Rating

Action

Rating

Adverse Weather Conditions

Rain - poor visibility, increased risk of slips. Wind – Uncontrollable load.

Medium

Obtain local weather reports prior to (and if necessary during) operations. Wind strength to be monitored during lifting. The max wind speed of the crane operation will be 10m/s or adverse effect on the steel work

Low

Control of Cranes

Possible injury to personnel / damage to property caused by improper control of crane

Medium

Trained / certificated signer/signaller to control operations. By use of two-way radios and /or hand signals understood by both the signaller and the crane operator.

Low

Falling Objects / Material

Possible risk of injury to personnel. Risk of damage to property / plant

Medium

Working area to be exclusion zone. Only trained personnel to be used with certificated equipment. Hard Hats to be worn at all times. Crash deck supplied by client to protect public from any falling objects

Low

Working at Heights – Use of Cherry-Picker / Scissor Lift

Possible risk of operatives falling from machine / height.

Medium

All personnel to wear safety harness clipped to safety rail provided. Use of a mechanical access platform when possible to access heights.

Low

Use of Ladders

Injury caused by falling

Medium

Ladders must be in good condition, lashed and footed at all times. Personnel must obey the 3 point rules at all times.

Low

Protection of site personnel / Public

Injury to persons on ground

Medium

An exclusion zone must be established by client with warning and directional signs. Use fencing to protect public where possible A Crash deck will be in place (erected by client) to protect public when lifting steel that overhangs pavement area

Low

Manual Handling

Possible injury to personnel

Medium

Personnel will be trained in manual handling procedures.

Low

EXAMPLE

Be completed at Toolbox talk

Client

As above

Identified Risks

Affects the Following

Rating

Action

Rating

Lifting Gear

Equipment Failure – Incorrect slinging

Medium

Use only certificated equipment. Use correct rated equipment.

Low

EXAMPLE

APPOINTED PERSON Name: Tony Woodfield Signature: Date: 3rd June 2014

CRANE OPERATOR(S) Name: Signature: Date:

Name: Signature: Date:

SLINGER/SIGNALLER(S) Name: Signature: Date:


CLIENT Name: Signature: Date:

SITE MANAGEMENT


THIRD PARTY



Client

JB Leadbitter & Co Ltd

Site Address

As above

Prior to commencing the operation all personnel involved in the lifting operation are to sign below to confirm that a clear briefing explaining the job has been given and is understood.

To be completed on site & must be returned to the hire office in completion of the Contract Lift.

EXAMPLE

EXAMPLE

10.000

FFL12.000

SSL11.725

250mm RC slab

11.000

12.000


Doorway aperture

Doorway aperture

Doorway aperture

Doorway aperture

Doorway aperture

Doorway aperture

Doorway aperture

Vent cowl

Vent cowls

Vent cowl

Parapet wallBallustrade

E:3943.255N:1009.850

E:3948.755N:1000.324

E:3949.317N:1013.350

E:3949.317N:1013.350

1100

0

7000

27349

20538

19894

26894

1195

0

9944

5850

6070

6000

5538

8000

28000

2681

4

1486

4

1687

0


Date : Scale :

Checked:

Drawing Title :

Broxap Order No :

Project :

@

Client :

Drawn:

Drawing Status:


Tel: +44 (0) 1782 564411 Fax: +44 (0) 1782 564312








RZ

06-05-2014 A3


11m x 7m Cairns Perimeter BeamLift Plan - Crane CR250

00621-1.00 A

NameColumns


255 kg

117 kg

Size

BEAMS & SIZEEXAMPLE

EXAMPLE

example - news.broxap.comnews.broxap.com/wp-content/uploads/2014/07/... · constructed from mild...

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