Case Study | Rose Court

2-10 Southwark Bridge Road, London. SE1

Description: Commercial Building, Office Block, Refurbish Entire Building, Add 3 Floors

In September 2020, Blu 3 UK Ltd (Netherland Branch) appointed STAP on a project in Holland where they were using a combination of a pan shuttering system on the internal face of walls and timber shuttering on the outside face of the walls. The project is A large-scale data centre project on behalf of a bluechip software company.

STAP were also responsible for performing Design Checks on the following;

Ground Bearing Capacity for Mobile Crane Outrigger Load
Tower Crane Tie Frame
Temporary Scaffold Leg Load
Access, Gantry & Hoist Scaffold
Plant Justification - Floor Load Capacity

In 2020, STAP were then instructed design the following:

Cantilevered Access Platform for Brickwall Demolition
Riser Demolition Crash Deck Design
Design Checks for Hoarding & Tunnel Scaffold Timber Covering
Cantideck Design Check
Plant Transfer Deck Design Check
Crash Deck For South East Corner Demolition
Temporary Support to Wall Main Stair Core
Scaffold Support Tower Support Location
Ground Bearing Capacity Design Check
Crash Deck for Removal of South & North Staircase
11th Floor Metal Deck Slab Capacity Design check for Spider Crane
Slab Load Capacity Design Check - UPS System
Slab Load Capacity Design Check - 8 Yard Skip

CONTINUED WORKS FOR ROSE COURT

Finally, throughout 2021, STAP carried out:

Metal Deck Slab Load Capacity Design Check for Sprinkler Tank
Lvl 7 Wedge Slab Load Capacity Check - Mast Climber
Spreader Beam Design for Mast Climber on Lvl 7 Wedge Slab
Level 11 Floor Slab Capacity Design Check for Spider Crane
Level 11 Slab Load Capacity Design for Brick & Block Pallets
Ground Bearing Capacity for Scaffold Leg Load Design Check
Ground Bearing Capacity for Mobile Crane Outrigger Load
Level 11 Floor Load Capacity Design Check for URW-245 Crane
Basement Plenum Cover Slab, Support & Design Check