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Scaffolding, Façade Retention and Demolition 25<br />

Photograph 2.6 Proprietary system with hop-up brackets.<br />

manufacturer’s instructions. Where loads are increased or hop-ups are used, additional<br />

bracing is required. Each proprietary system varies with manufacturer and system, and<br />

the manufacturer’s instructions must be carefully followed to ensure that the scaffold is<br />

erected safely.<br />

To aid the flow of work, ‘hop-up’ scaffolding units can be used to increase the height<br />

that the workforce can access at each lift (Figure 2.5 and Photograph 2.8). These can be<br />

used between the standards or can be used between the internal standard and wall, providing<br />

a platform that is closer to the area of work and not reducing the width of the standard<br />

platform.<br />

Proprietary scaffolds have the benefit of rapid erection and disassembly; however, their<br />

use is limited to relatively standard operations due to the size of the components. Where<br />

loads are known to be considerable and the scaffolding arrangement is complicated due to<br />

specific project layout/geometry, then traditional scaffolding designed by a structural engineer<br />

may provide a more flexible and appropriate solution.<br />

Lateral stability – tying into the building<br />

Independent, putlog and proprietary scaffold systems must be tied into stable parts of the<br />

building structure to ensure that the scaffolding remains stable. Ties must not be linked to

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