Jaguar Land Rover, Castle Bromwich

DESIGN AND ERECTION OF ACCESS SCAFFOLDING FOR PAINT SHOP UPGRADE

Scaffolding Case Study

PROJECT TEAM

Client: Jaguar Land RoverPrime Contractor: DURRScaffolding Contractor: Godiva Access & ScaffoldingValue: £100,000

PROJECT OVERVIEWGodiva was responsible for the design and erection of access scaffolding services to enable the two new TAR units to be positioned on the new platform within the JLR Paintshop. A seven metre high scaffolding platform was erected to allow the new TAR units to be manoeuvred through a hole in the Paintshop exterior wall and across scaffolding platforms built above the Paintshop interior. Erection works were undertaken in advance of the weekend shut-down outside normal hours working overnight, in order to minimise disruption to normal Paintshop production.

A platform for success

Godiva offers a full turnkey scaffolding service from conception to completion,organising any project from start to finish. Operating 24/7/365 to the highest qualityand audited business processes, Godiva can respond quickly and effectively to anyUK needs. Godiva employs skilled and rigorously trained engineers, supervisors,advanced scaffolders and scaffolders and demands the highest standards of safetyand technical excellence.

Godiva Access & Scaffolding is a trading name of Godiva Environmental Solutions Limited

Coventry:Units 12 & 14 Curriers Close, Canley, Coventry, CV4 8AWT: 02476 017 925

Manchester:Broadstone Mill, Broadstone Road, Stockport, Cheshire SK5 7DL T: 0161 509 0210

Leeds:Old Jackson’s Glassworks Simpsons Lane, Knottingley West YorkshireWF11 0HR

T: 01977 808 834

A platform for success

6100mm x 450mm Deep Alloy Lattice Beams

4000mm x 750mm Deep X-Beam 4000mm x 750mm Deep X-Beam 4000mm x 750mm Deep X-Beam 4000mm x 750mm Deep X-Beam 3000mm x 750mm Deep X-Beam

Prior to erection the scaffold contractorand/or principal contractor should check the existing structure toensure the scaffold can be based out and erected as detailedand inform Creator Ltd of any discrepancies.

The design service loads indicatedshould be closely site managed to ensure that only 1 numberof working levels are present at one time. The load conditionsof the scaffold should be clearly identified on the scafftag.

Principal contractor to employ a structuralengineer to ensure the applied loads from the scaffold do notoverload the existing structure. Creator Ltd to be contactedwhere structure is deemed unsafe to support scaffold structure.

The scaffold contractor must ensure thatthe maximum bay size installed are as indicated and should not beexceeded. It is the responsibility of the scaffold contractor toremedy any defects.

Maximum lift heights to be installedas detailed by the scaffold contractor and have a maximumtolerance of ±100mm

Principle contractor to closely site manage,ensure clear signage is installed and where required temporary crashbarriers (TCB) to be installed to prevent collision with the scaffoldstructure

All kentledge to be installed prior to loading of thescaffold structure. All kentledge is to be inspected regularly to ensurethe correct quantity is present.

Principal contractor to employ astructural engineer to ensure the applied loads from thescaffold do not overload the existing strata. Creator Ltdto be contacted where strata is deemed unsafe tosupport scaffold structure.

Ringlock or scaffold tube Facadebracing

Ringlock uprights at centres indicated

Decking method in abeyance

Ringlock tripple guardrails

Ringlock ledger in pairs one fixed underthe other

See foundation detail

Beam plan bracing

Beam load bearing lacing tubeBeam diagonal bracing

Puncheons secured using load bearing doublecouplers

Girder couplers in pairs

Ringlock ledger in pairs one fixed underthe other

See foundation detail

Screw jacks at locations indicated - see screwjack detail

Beam plan bracing

Beam diagonal bracing

Beam load bearing lacing tubePuncheons secured using loadbearing double couplers

Girder couplers in pairs

152 x 152 x 4.76mm (EN 74)baseplate with scaffold uprightcentered about the plate

The principal contractor should eithercheck the ground for adequacy orprovide Creator Ltd with an allowablebearing pressure.

Ringlock screwjacks atbase with Ringlock upright

Decking method in abeyance

KENTLEDGE IN ABEYANCE

Ringlock ledger in pairs one fixed underthe other

FOR COMMENT

HEAVY DUTY MATT OUT

JAGUAR LANDROVER

CHESTER ROAD

CASTLEVALE, BIRMINGHAM

- EAS 27/04/18 CP 27/04/18 RWB 27/04/18

LEGENDStructural Steel

Scaffold Beams

Timber Products / Scaffold Boards

Building Line

Facade Brace (Plan, Section)

Kentledge Hatch

Ledger Brace (Plan, Elevation)

Plan Brace (Plan, Section, Elevation)

Scaffold Centre Line (Plan)

48.3mm Diameter Scaffold Tube

Cladding Material (Sheeting / Netting)

Splice Detail

Supplementary Coupler / Check Fitting

Tie Location (Plan, Section, Elevation)

Puncheon

Upright Cut Off

Residual Risk

Ledger Brace (Elevation, Section)

Facade Brace (Elevation, Section)* Some of the above 'key' items may not be present in design but are indicated on all designs for conformity.

This design is to be read in conjunction with the following design drawingsand/or documents;

APPENDIX A - CRE-9147-002_CALCS

APPENDIX B - CRE-9147-002-1,2,3,4,5,6,7,8,9,10,11_DRG