Joel

Michaels

Associates

Chartered Building Surveyors

409 Linen Hall 162-168 Regent Street London W1B 5TB

Tel: 020 3633 0010

LICENCE TO ACCESS PRIVATE PROPERTY

in respect of works proposed at

112-116 Old Street, London EC1V 9BG

Between

The Mayor and Burgesses of the

London Borough of Islington

and

Coastview Estates Limited

(iv) That the Licensee shall upon completion of this Licence pay consideration for the grant

of the Licence of £11,976.25 calculated on the basis of a 65 week period at £ 184.25 per

week together with the reasonable costs and disbursements of the said surveyor in the sum

of £750.00 plus VAT plus a refundable deposit £3,000.00 of which shall be repaid upon

agreement by both parties (acting reasonably) that the Site (defined as and comprising the

Proprietor’s Premises, access routes and highway frontage thereof) has been returned to its

original condition as evidenced by the photographic schedule attached as Appendix One.

Should it be necessary for the Proprietor to arrange clearance of rubbish, building materials,

scaffold components and the like which have arisen from the Licensee’s works and which

have remained on Site for more than 2 weeks after expiry of this Licence the deposit shall be

used to defray such expenses.

(v) That the particulars listed and annexed hereto as Appendix One and signed by the

appointed surveyor acting for the Proprietor shall be read together with this Licence.

1. SUBJECT ALWAYS to the provisions restrictions and conditions contained herein

the Licensee hereby agrees with the Proprietor that they will:-

(a) Erect, maintain use, dismantle and remove the said Construction and Crane in a manner

consistent with good building practices and in full compliance with all lighting, safety and

other statutory regulations at their sole cost and responsibility.

(b) Use their reasonable endeavours not to cause any unnecessary nuisance or disturbance

to the Proprietor and not permit the playing of any musical or electrical instrument likely to

cause disturbance or to which the Proprietor might reasonably object and restrict so far as it

is possible any especially noisy building operations to between the hours of 8.30am and

17.00pm on weekdays only.

(c) Indemnify and keep the Proprietor free from liability for any accident or injury to persons

or loss of or damage to the Proprietor’s Premises resulting from the erection or use of the

Construction or of the building works to be executed from it.

(d) Effect a public liability insurance policy for a sum of not less than five million pounds

(GBP) (the Contractor’s insurance) and if required in writing forward a copy of such public

liability insurance to the Proprietor’s appointed surveyor for approval such approval not to be

unreasonably withheld or delayed and pay all premiums due and forward to the Proprietor

appointed surveyor as soon as reasonably practicable following receipt of a written demand

a copy of the current insurance policy and receipt for the last premium due.

(e) Before the Construction is commenced they will provide the Proprietor’s appointed

surveyor with full drawings and description of the Construction for his approval (not to be

unreasonably withheld or delayed) and during the execution of the building works provide

the appointed surveyor with other particulars he may reasonably require and afford him

access and assistance at any reasonable time on reasonable prior written notice (except in

cases of emergency) to examine the said Construction and the building works being

executed to ensure that they are being completed in accordance with the terms of this

Licence.

(f) During the term of the Licence provide and erect such additional fencing screens fan

covers and other protection to keep the Proprietor’s Premises free from debris and dust and

to clear away any debris and dust at daily intervals from the Proprietor’s Premises.

(g) Remove all temporary supports coverings and the like immediately they are no longer

required and make good forthwith any blemishes caused by their fixing or bearing upon the

Proprietor’s Premises and at the completion of the works and as may be required during the

term of the Licence to clean down all parts including the roofs elevations and yards of the

Proprietor’s Premises if soiled by the building works all to the reasonable satisfaction of the

surveyor.

(h) Keep gutters rainwater goods and drains free from blockages caused by the building

works and rod through and purge them should a blockage occur or building debris be

discovered impeding the flow of drainage.

(i) Make good forthwith as it arises at their cost and expense all structural and decorative

damage caused to the Proprietor’s Premises or appurtenances or chattels by or in

consequence of the said works in material and workmanship similar to and not inferior to

those which existed prior to the damage being caused.

(j) Prevent the trespasses of workmen beyond the immediate vicinity of the said Construction

and they shall prevent the placing of storage of materials on or above the Proprietor’s

Premises excepting upon the said Construction and they shall prevent the spillage on or

mixing upon the Proprietor’s Premises of any aggregates, mortar, concrete, paint or other

substances.

(k) Maintain at all times security from unauthorised entry to and into the Proprietor’s

Premises which might be rendered easier because of the erection of the said Construction

and the positioning of ladders and plant or of insufficient protection against unauthorised

access from elsewhere.

(l) Not to load or unload any materials or components on the pavement in front of the

Proprietor’s Premises nor convey components of the said Construction or other materials

through the Proprietor’s Premises or forecourts without special permission in writing from the

said surveyor and shall prevent the parking of all vehicles attending the works in the

roadway outside the Proprietor’s Premises except in officially designated parking places

which are outside of the scope of this licence.

(m) Complete the clearing away of all the Construction together with removal of materials

and reinstate the Proprietor’s Premises where affected by the works within the lifetime of this

Licence.

(n) In no circumstances shall the crane Oversail the Proprietor’s property when in use.

2. THE PROPRIETOR agrees that it will:-

(a) Not to prevent or hinder the orderly erection, maintenance, use, removal or dismantling of

the said Construction nor prevent or hinder the orderly execution of normal building work

upon it and shall accept ordinary inconvenience inherent in the execution of the said building

works.

(b) Accept without objection the temporary interference with or infringements of easements

or other rights which are necessitated by the orderly execution of the Licensee’s works but

only to the extent indicated by the present scope of them.

(c) Not object unreasonably to the grant of a further Licence (but not an extension of time of

this Licence) where required by the Licensee on account of force majeure or other matter in

delay of completion which would have been outside his control.

(d) Permit upon and within the Proprietor’s Premises the Licensee’s workmen to carry out

any necessary duties in an orderly manner providing reasonable notice is given to the

Proprietor.

(e) Permit the existing lamp posts within the hoarding zone to be removed and electricity

cables isolated/extended as necessary subject to the lighting being reinstated upon

completion of the works, the detail of which shall first be agreed with the Proprietors’

appointed Surveyor. Temporary lighting shall be fixed to the outside face of the hoarding.

(e) Permit the Licensee to deliver a 2000kg excavator to and from the site on four occasions

subject to complying with the attached method statement and providing a minimum of seven

days written notice.

3. The Proprietor warrants that it is not aware of any other persons having an interest

in the Proprietor’s Premises at the date of hereof which would legally prevent or restrict the

Licensee from exercising the permission granted by this Licence in accordance with the

provisions in it.

4. The Proprietor will not be held responsible for damage or injury to the Licensee’s

property or personnel resulting from actions of persons legally in residence on the

Proprietor’s Premises or from trespassers or visitors.

5. IT IS FURTHER AGREED that:-

(a) This Licence shall not be construed as waiving limiting or permitting permanent

interference with any easements or other legal or equitable rights enjoyed by the Proprietor

over, under or in relation to its land.

(b) No agreement approval or requirement made by the said surveyor shall be taken to imply

any responsibility by him for structural or other insufficiency in the said construction or any

part of the building works or of either building.

(c) This Licence shall be personal to the Licensee and shall not be assignable by them to

any third parties.

(d) This Licence shall not confer upon the Licensee or any other person or body having

interest in the premises to be worked upon any licence or other permission which would but

for the provisions of this Licence require the consent of the Proprietor under The Access to

Neighbouring Premises Act 1992 or any amendments substitute on re-enactment thereof.

Appendix 1

Photographic Schedule dated 21 November 2016

JMM/Ol09

Joel

Michaels

Associates

Chartered Building Surveyors

409 Linen Hall

162-168 Regent Street

London W1B 5TB

Tel: 020 3633 0010

Photographic Record

of

Coltash Court Car Park

prepared on 21 November 2016

Appendix 2

Logistics Plan 408-LP.01

Grd-1st23R @ 168

Fireexit

W.chairRefuge

231

121314

Courtyard(Below)

opening vent opening vent opening vent opening vent

Toilet

Lift 2Lift 1

Grd-1st23R @ 168

Fireexit

W.chairRefuge

231

121314

Courtyard(Below)

Toilet

ExistingDesignated

escape route

108-110OLD STREET

Courtyard

Insertion Point

+21.

39

+19.04

+17.32

+19.09

+19.14

+17.65

+21.

38

+18.94

+20.14

Ramp Up

28 TO 42BANNER STREET

Courtyard

Car park access

Boun

dary

Line

44-52BANNER STREET

GEORGEGILLETTE COURT

CAR PARK

122-128 OLD STREETCANTO COURT

STUDENT ACCOMMODATION

120OLD STREET

118OLD STREET

OLD

STR

EET

122-128 OLD STREETCANTO COURT

STUDENT ACCOMMODATION

Boundary Line

MainEntrance

Inse

rtion

P

oint FFL 50.400

ExistingFire exit

408-LP.01

SITE LOGISTICS PLAN

OUT O

F SE

RVIC

E 11

m

SAFE WORKING LOAD - 4000KG @18m

SAFE WORKING LOAD - 2000KG @36mLORRY LOADING/UNLOADING ZONE (DEMOLITION)

DEMOLITION & CONSTRUCTION HOARDING FOR 15 MONTH PERIOD

GAN

TRY

ZON

E

ACCESS FOR 2000KG EXCAVATOR REQUIRED 4 TIMES

VEHICULAR MAIN ACCESS.LOADING/UNLOADING OPERATIONBETWEEN 10AM - 4PM

CAB

INS

AT

HIG

H L

EVEL

1500

2720

HAKI STAIR TO GANTRY

LAMP POST TO BE REMOVED

LAMP POST TO BE REMOVED

2m0 20m4m 6m 8m 10m Nov 2016

COASTVIEW ESTATE LIMITED

SCALE REV.DWG BY

DWG NO.CHCKD.

CLIENT

DATE

architecture & interior designrev. notesdate

112-116 OLD STREETLONDON EC1V

PG

PROJECT DRAWING TITLE

1:100 @ A1

DS© gpad London ltd.

This drawing is the copyright of gpad london ltd. Not to be reproduced , retained or disclosed to any unauthorised person either wholly or in part without written permission .Do not scale of this drawing. All indicated dimensions to be checked and verified on site by the contractor before commencement of any fabrication drawings or work whatsoever on site. Report any discrepancies to the Architect immediately .Drawings to be read in conjunction with relevant drawings and specification .

N

Appendix 3

Scaffold Details RFM/2845-2 & RFM2845-RA-1

A: 48.3 Scaffold Design @483scaffdesignPilgrims Court15-17 West Street facebook.com/scaffolddesignReigateSurrey linkedin.com/company/48.3-scaffold-designRH2 9BL

plus.google.com/+483scaffolddesign

Document Number: RFM 2845-RA-01 Revision: -

Date: 2016-11-11 Revision Date: -

Client: RFM Project Management

Scaffolding Contractor: TBC

Project Title: Cabin Support Gantry and Accesss Scaffold

Location: 112-116 Old Street, London

Project Number: RFM 2845

Prepared by: A.Cislo

Checked by: L. Hunma Sheet: 1 of 4

Form: C3-04 Version: v001d

WORKING IN PARTNERSHIP WITH

Design Risk Assessment

Project: Date: 11/11/2016Location: Revision: -

Client: Rev. date: -

PersonReference

S Scaffold Erection TeamU Scaffold UserO Other Site PersonnelP General PublicA All

1 2 3 41 1 2 3 42 2 4 6 83 3 6 9 124 4 8 12 165 5 10 15 20

CDSM

Identification of Residual Hazards:

The following symbol is used on 48.3 Design Drawingsto identity where residual hazards remain on the scaffold.

'A' CMR designation'1' Sequential residual risk number

Medium Risk = 7 - 11

CMR

CMR = Control Measure ResponsibilityRef. = Reference number for residual hazards

Description

Control Measures

High Risk 12 - 20Low Risk = 1 - 6

Miscellaneous Risk control by other/multiple parties, as specified in DRA

Residual risk requiring client / main contractor controlRisk mitigated by design. No further action requiredResidual risk requiring scaffolding contractor control

Client / Main ContractorDesignerScaffolding Contractor

Design Risk AssessmentProject No. RFM 2845 Document No. RFM 2845-RA-01Cabin Support Gantry and Accesss Scaffold112-116 Old Street, LondonRFM Project Management

Persons at Risk

PRO

BA

BIL

ITY

ASSESSED RISK VALUE (ARV) = SEVERITY (S) x PROBABILITY (P)

Assessed Risk Value (ARV)

Improbable

Remotely Possible

Possible

Probable

Likely / Frequent

SEVERITYNo injury / damage

Minor injury / damage

Major injury / damage

Fatality / collapse /

failure

48.3 Scaffold Design 2016 © 2 of 4

Project: Date:Location: Revision:

Client: Rev. date:

Person 11 7Ref

CMR Ref. S P ARV S P ARV

C 1 A 4 3 12 4 1 4

M 2 S,U,O 2 3 6 2 1 2

C 3 A 4 3 12 4 3 12

M 4 5 4 3 12 4 1 4

D 5 S,U 4 4 16 4 2 8

Vehicular collision with scaffold by site plant, site vehicle , site machinery or loading equipment.

Scaffolding should not be used in periods of inclement weather. Scaffolding that is in progress should always be left in a safe and secure state with appropriate signage and/or tags. Monitoring of weather forecasts as required should be done using: www.metoffice.gov.uk/weather/uk/uk_forecast_weather.html

Uncontrolled ControlledHazard Control Measures Avg. ARV = Avg. ARV =Hazard Control

Reference

The scaffolding should not be adapted by anyone other than authorised personnel. Written approval should be gained from the design engineer before any adaption(s) to the scaffold are made.

Unauthorised adaption of scaffold.

Inclement weather conditions.

Traffic management system utilised by main contractor including use of trained banksmen and protection barriers where appropriate. Clear high visibility marking of scaffold in areas of specific vehicular use.

It is the responsibility of the main contractor to ensure that the ground / structure upon which the scaffold is based is capable of carrying the loads imposed upon it. Maximum leg loads are given in the design calculations.

Single guardrails included at non-boarded lifts in accordance with NASC SG4:11.Edge protection at working platforms included in accordance with BS EN 12811-1: 2003.

Working at height.

Capability of the ground / existing structure to carry the loads imposed by the scaffolding structure.

112-116 Old Street, London -RFM Project Management -

11/11/2016

Design Risk AssessmentProject No. RFM 2845 Document No. RFM 2845-RA-01

Cabin Support Gantry and Accesss Scaffold

48.3 Scaffold Design 2016 © 3 of 4

Project: Date:Location: Revision:

Client: Rev. date:

Person 11 7Ref

CMR Ref. S P ARV S P ARV

Uncontrolled ControlledHazard Control Measures Avg. ARV = Avg. ARV =Hazard Control

Reference

112-116 Old Street, London -RFM Project Management -

11/11/2016

Design Risk AssessmentProject No. RFM 2845 Document No. RFM 2845-RA-01

Cabin Support Gantry and Accesss Scaffold

D 6 A 4 3 12 3 2 6

M 7 S,U,O 3 3 9 3 2 6

C 8 S,U,O 3 3 16 3 2 8Demolition SequenceThe maximum extension of the access scaffold above the last line of ties must be clearly communicated to the main contractor. The scaffold must be dismantled as the existing structure is demolished.

Overloading of the gantry platform.

Check fittings provided below beam connections (in addition to supplementary fittings required for design loading) - either individual couplers or lacing tube connections.

Failure of beam support connections.

The maximum allowable load of the gantry platform should be clearly stated on the cabin and suitable signage provided on the gantry platform itself. Scaffold users should be briefed on the use of the scaffold as part of their site induction.

48.3 Scaffold Design 2016 © 4 of 4

MAXIMUM U.D.L. (GANTRY)

MAXIMUM U.D.L. (MAIN PLATFORM)

MAXIMUM U.D.L. (INSIDE BOARDS)

LOADED PLATFORMS

MAXIMUM AXIAL LOAD

WIND LOAD (qs)

SNOW LOAD

NUMBER OF TIES

MAXIMUM TIE LOAD

TIE TEST LOAD (1.25:1 F.O.S.)

: 5.00 kN/m²

: 2.00 kN/m²

: 0.75 kN/m²

: 1@100%

: TBC

: TBC

: TBC

: TBC

: TBC

: TBC

1 : 50 @ A1SCALE DRAWING NUMBER REV

STATUS

DESCRIPTIONREV DATE

GENERAL NOTES

THIS DRAWING IS CONFIDENTIAL AND IS THE EXCLUSIVE PROPERTY OF RFM PROJECTMANAGEMENT. NO UNAUTHORISED USE, COPY OR DISCLOSURE IS TO BE MADE, AND IS TO BERETURNED UPON REQUEST.

CONSTRUCTION TO COMPLY FULLY WITH BS EN 12811-1 USING NASC TECHNICAL GUIDANCETG20:13.

SCAFFOLD ERECTION AND DISMANTLING TO CONFORM WITH SG 4 : 15

SCAFFOLD BUILT FROM TUBULAR MATERIALS CONFORMING TO BS 1139 OR TYPE 4 TUBE TO BS EN39. ALL TUBE TO BE IN 'AS NEW' CONDITION.

FITTINGS TO COMPLY WITH BS 1139 OR BS EN 74 CLASS A OR CLASS B.

SCAFFOLD BOARDS TO COMPLY WITH BS2482 : 2009 ( 38MM X 225MM ).

THIS DRAWING HAS BEEN PREPARED FROM DETAILS SUPPLIED BY THE CLIENT, WHO SHOULDCHECK THAT WE HAVE CORRECTLY INTERPRETED THEIR REQUIREMENTS. THE CLIENT SHOULDCHECK THAT ALL LOADINGS, DIMENSIONS, DETAILS, ERECTION AND DISMANTLING SEQUENCESARE CORRECT AND PRACTICABLE. NO ALTERATION OF LIVE LOAD MAY BE MADE WITHOUT PRIORWRITTEN CONSENT.

ALL STANDARDS TO BE BASED ON MILD STEEL BASE PLATES AND 38MM SOLE BOARDS UNLESSSTATED OTHERWISE.

NO SHEETING, SIGNBOARDS OR HOARDINGS, UNLESS ALREADY SHOWN, SHOULD BE ADDED TOTHE SCAFFOLD WITHOUT PRIOR WRITTEN CONSENT.

IT IS THE RESPONSIBILITY OF THE CLIENT TO ENSURE THAT ADEQUATE FACILITIES FOR TYINGTHE SCAFFOLD ARE MADE AVAILABLE AND THAT THE BUILDING OR STRUCTURE IS CAPABLE OFWITHSTANDING THE LOADS APPLIED TO IT BY THE SCAFFOLD.

NO TIES OR BRACES ARE TO BE REMOVED OR ANY MODIFICATION TO BE MADE TO THE SCAFFOLDWITHOUT PRIOR WRITTEN CONSENT.

THE CLIENT MUST ENSURE THAT ALL LOADINGS ARE SUFFICIENT, THAT THE STATED LIVE LOADSARE NOT EXCEEDED AND ENSURE FOUNDATIONS AND/OR SUPPORTS ARE CAPABLE OF SUPPORTINGTHE LOADS IMPOSED UPON THEM BY THE SCAFFOLD.

ALL DIMENSIONS ARE AS STATED OR AS CALCULATED. WRITTEN DIMENSIONS SHALL TAKEPRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS IN MM UNLESS STATED OTHERWISE.

THIS DRAWING HAS BEEN PREPARED ON THE ASSUMPTION THAT ALL LOADS WILL BE APPLIEDAXIALLY TO THE TUBES UNLESS SPECIFICALLY STATED.

IDENTIFICATION OF RESIDUAL HAZARDS

RISK ASSESSMENT REFERENCE

DRAWN BY CHECKED BY11/11/16 11/11/16DATE DATE

PRELIMINARY DRAWING: ISSUED FOR COMMENT 11/11/16

RFM 2845-2

IF YOU HAVE ANY QUERIES REGARDING THIS DRAWING PLEASE CONTACT:MR N. McNeely TEL: 020 7681 0953

!A 1

L. HUNMA

PRELIMINARY DRAWING

LH

12

34

56

Chgd Chkd

ERECTION TOLERANCES

ALLOWABLE VERTICAL AND HORIZONTAL TOLERANCES IN ANY GIVEN BAY:

LIFT HEIGHT : VERTICAL TO WITHIN ± 100mm IN 2000mmBAY LENGTH : HORIZONTAL TO WITHIN ± 200mmNODE : 150mm BETWEEN COUPLER CENTRESBRACING : 300mm FROM NODE

Aprv

-

SN

2 OF 2

-

SITE

TITLE

CABIN SUPPORT GANTRY AND ACCESS SCAFFOLD

112-116 OLD STREET, LONDON

CLIENTRFM PROJECT MANAGEMENT

-

SCAFFOLD ERECTION PERIOD

MONTH OF ERECTION : JANUARYERECTION PERIOD : 32 No. WEEKS

ALL DRAWINGS ISSUED ARE VALID ONLY FOR THE ERECTION PERIOD STATED. FOR USE OFTHE SCAFFOLD BEYOND THE ERECTION PERIOD WRITTEN CONFIRMATION MUST BE OBTAINEDFROM 48.3 SCAFFOLD DESIGN.

A.CISLO

AC

FIX DOUBLE GUARDRAIL AND TOEBOARD TO ALL WORKINGPLATFORMS.

TG20 ERECTION NOTE: A SINGLE TRANSOM MUST BE FITTED WITHLOAD BEARING COUPLERS WITHIN 300mm OF NODE POINT ONEACH LEDGER BRACED STANDARD.

FIX ALL BOARD BEARING TRANSOMS AT 1200mm CENTRES MAX.

FIX FACADE BRACE FROM GROUND TO FULL HEIGHT OF SCAFFOLDON INSIDE AND OUTSIDE STANDARDS USING LOAD BEARINGCOUPLERS.

FIX LEDGER BRACING TO ALTERNATE STANDARDS FROMGROUND TO FULL HEIGHT OF SCAFFOLD.

ENSURE SOUND & LEVEL FOOTINGS. ALL STANDARDS TOBE FOOTED ON M.S. BASEPLATES ON 38mm THICK TIMBERSOLE PADS.

RED OUTER CIRCLE DENOTES PUNCHEON STANDARDS FIXEDTHROUGH BOTH CHORDS OF 750mm DEEP APOLLO X-BEAMS WITH

CLASS 'B' RIGHT ANGLE COUPLERS.

FIX SG:4 HANDRAIL TO ALL N0N-WORKING LIFTS.

!C 3

BLUE HATCH DENOTE EXTENT OF MONARFLEX SHEETING FIXEDTO SCAFFOLD FOLLOWING MANUFACTURER'S GUIDELINES.

GREEN SYMBOL DENOTES TIE POINT USING A WELDED BUTTTUBE. SEE TIE DETAIL BELOW.

2000 2000

2000 2000 2000 2000 2000

14000

2000 2000 2000 2000 2000

14000

2000 2000 2000 2000 2000

10000

PLAN VIEWBASE OUT LEVEL

PLAN VIEWBEAM LEVEL

ELEVATION D-D

750mm DEEP APOLLO X-BEAM LACING AND BRACING NOTE

1. FIX ROW OF PLAN BRACING DIRECTLY ABOVE BOTTOM CHORDOF BEAM ALONG FULL LENGTH.2. FIX LATERAL BRACING FROM TOP CHORD TO BOTTOM CHORDAT 2000mm CENTRES MAX. AND AT EVERY STANDARD/PUNCHEONLOCATIONS.3. FIX LACING TUBE ACROSS TOP CHORD AT 2000mm CENTRESMAX.4. FIX LACING TUBE ACROSS BOTTOM CHORD AT 1000mmCENTRES MAX.

FIX ALL LACING AND BRACING WITH LOAD BEARING COUPLERS.

750

300

750

300

250

2000

850

1700

1450

2000

2000

1025

0

250

2000

850

1650

500

1040

1950

1025

0

750300

* DENOTES DIMENSIONS BETWEEN CENTRE OF STANDARDS /TUBES.

* DENOTES CLEARANCE / SET-OUT DIMENSIONS.

N

SE

W

FIX 750mm DEEP APOLLO X-BEAM, SEE BEAM NOTE.

FIX ALL LACING AND BRACING USING LOAD BEARINGCOUPLERS.!C 4

SECTION E-E

D2845-2

D2845-2

E2845-2

E2845-2

2000

DEMOLITION:ACCESS SCAFFOLD TO BE DISMANTLES LIFT BY LIFT AS BUILDINGIS DEMOLISHED. ACCESS SCAFFOLD TO EXTEND A MAX. OF 1 No.

LIFT PAST LAST TIED LEVEL.

4000CANTILEVER SPAN

2000 2000

4000CANTILEVER SPAN

SECTION

TIE DETAIL: WELDED BUTT TUBE

1 No. 150mm LONG M12 APOLLO BOLT WITHMINIMUM 140mm EMBEDMENT INTO BRICKWORK.

FIX TRANSOM AND BUTT TUBE WITH 1No. CLASS'B' SWIVEL COUPLER.

FIX TIE TUBE TO BOTH STANDARDS WITH CLASS 'B'RIGHT-ANGLE COUPLER.

MAIN CONTRACTOR TO ENSURE EXISTINGSTRUCTURE IS CAPABLE OF WITHSTANDING

LOADS IMPOSED BY SCAFFOLD TIES,STANDARDS AND BUTTS.

PLAN VIEW

!C 3 !C 4

!C 8

!C 3

ASB01 TWO HOLE BRACKET WITHTHREADED ADAPTER AND RINGBOLT

SECTION PLAN VIEW

ASB01 2no. HOLE BRACKET WITH 150mmLONG M12 APOLLO BOLT INTO BRICKWORK

WITH APPROX. 140mm EMBEDMENT.

FIX SUPPLEMENTARY COUPLER BELOWRINGBOLT.

FIX TIE TUBES THROUGH 2no. STANDARDS WITHRIGHT ANGLE COUPLERS.

FIX TIE TUBE TO VERTICAL TUBE WITH RIGHTANGLE COUPLER.

Appendix 4

Machine Entry Method Statement

Suite 10, 36 Gloucester Ave London, NW1 7BB

E-Mail: info@talina.co.uk

Web: www.talina.co.uk

Page 1 of 3

METHODSTATEMENTOLDST-5-RevAActivity & Location: Machine Entry

112 -116 Old Street EC1V

Proposed time of work: TBA

Duration: 5day Prep - 1 Day – Machine entry

Facilitator/client: RFM /

First Aider: R.Glynn, J.man

Fire Marshal: C.Serban, J.Man

Health & Safety Monitor: R.Glynn

Operatives: M.Norton, J.Man, C.Serban, R.Glynn, + TBC

PPE:

High Vis, Steel toe footware, Gloves, Hard Hats BS EN 397, Ear Defenders

Plant: Komatsu PC210

RAMS Prepared by:

Ronan Glynn

Brief: Machine Entry to rear Parking facility of 112-116 Old Street

Talina Monitor Resource Persons / Operatives:

Ronan Glynn M.Norton, J.Man, C.Serban

Site Induction: All operatives will complete a site induction prior to works. This will be carried out by Talina Builders and additionally RFM should they wish to make further instructions. The site has residential and commercial neighbors so be considerate where possible *This MS requires access over private land; all operatives will be made fully aware of their responsibilities to behave accordingly and leave the area respectfully. Taking all waste and materials used for the activity.

COSHH: Mid Dust: Mid Noise: High Power supply needed: 110v

Lifting details: All equipment LOLER certified as provided by operators or hire companies

Access & Egress: via Banner Street Plant Certified Persons on task:

Storage: As agreed with RFM M.Norton Welfare: Temp Site set up TBC location.

Lighting : 110v site safe light

Rescue arrangements: In the event of an emergency call 999. If able to walk and non life threatening injury, seek the nearest A&E A&E - University College Hospital, 235 Euston Road, London, NW1 2BU, - 020 3456 7890 Nearby Eye injury A&E -Moorfields Eye Hospital -162 City Rd, London, EC1V 2PD

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Fulldescriptionofworks:Demo will be preceded by enabling works to the low level structure adjoining Coltash court. This will commence with removal of skylights and all non-structural elements. The penetration point along the wall will be weakened by two incisions using a diamond blade saw along the columns where entry will be made. The penetration point will be marked out in yellow spray to make it clearly visible to the machine operator. The internal space will be cordoned off and notices placed surrounding to alert all persons inside the building not to enter the restricted zone. With the roof structure and wall of the penetration point broken through, Incisions with diamond blade will also be made along the party wall, not interfering with the main structure. Locations TBC by A.Lofty (Temp Works Designer). Roof structure to be demolished using the hydraulic breaker and walls pulled inward away from the site hoarding. This will aid the low level sectional demolition once the machine has entered the site grounds. Delivery of machine will be monitored by Talina and all traffic notifications be submitted by J.F Hunt for transit and offloading. RAMS to be supplied. The lorry will be parked on a suitable level firm surface, away from any obstructions, i.e. overhead cables pedestrian access or walkways and wherever possible keeping away from any other obstructions. Hand brake should be applied, engine switched off; access ramps lowered, if deemed necessary apply road chocks to rear wheels. The driver and banks man should be wearing suitable PPE- gloves High Vis waistcoat, safety boots and hard hats. Entry to Coltash court will include ground protection rotated in sequence following the machines path. The heights have been confirmed acceptable and width ample for access through the undercroft. All operatives to be wearing full PPE and barriers used to alert and divert all pedestrians; ensuring any bystanders have moved to a safe distance (i.e. the slewing radius of the arm). Before Demolition works commence, heras fense panels with debris netting sheeting will hoard around active areas and be pulled in to the agreed hoarding line when the machine has entered site. The following items will be carried out as agreed with RFM and the party wall agreements.

1. Temporary use of Heras fence panels with debris netting in the area of machine operation while the machine is making entry to low level structure. Reduced then to the agreed hoarding line.

2. Adjoined parking bays with hoarding temporarily cordoned off preceding machine entry to allow for maneuvering. Environmental Management

Our works will create noise and vibration, nuisance and dust. We will endeavor to eliminate and reduce at the very least our impact upon the local environment and our neighbours. We will adhere to all noise restrictions imposed by the local authority. Any dusts generated will be cleared away where reasonably practicable and monitored.

Control Measures General : Regular toolbox talks will be used to provide further information on the topics associated with the methodology and or plant and equipment used. Fire: A detailed plan of the site/each floor will be prepared and posted at all fire points by RFM. This plan will identify the arrangements in the event of a fire or other emergency requiring the site/building to be evacuated; The Muster points will also be identified. Access: High standards of housekeeping will be maintained to ensure clear access at all times. RFM will be responsible for the maintenance of their own workplaces, Talina to carry out all housekeeping of affected areas Traffic Control: All vehicle movements, both on and away from site will be controlled by a vehicle marshall. They will be identified by hi-vis clothing. They will be responsible for ensuring safe movements of vehicles, both onto and off of site, including any site/public segregation.

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