Surface scaffold is to be erected on? (builder to ensure ALL areas capable of withstanding scaffold weight. Geotech to be relevant to actual surface, Including backfilling/compacted soil required.

Structure it will/can be tied to? Scaffold to tied every 4m horizontally and vertically. Indicate areas this is not achievable.

Site or footprint limitations? E.g. areas that require ladder beam/needle openings or suspended scaffold legs? (Exact measurements of openings required to be indicated on mark up)

Are Powerlines within 4m of scaffold? (Written authority from Electrical Company must be provided to FSS)

Are there any switchyards, substations or other electrical equipment that may be impact te scaffold?

Trees, site sheds locations or other structures/hazards that will impact the scaffold design? (Exact measurements including crane deflection to be indicated on mark up)

Location, Dimensions and maximum deflection of crane on project? (To be shown on grid/drawings)

Location and Dimensions of any hoists on that impact the scaffold design?

A) If required, What is the Load rating required of the scaffold directly at the Hoist openings to slab?

Areas of scaffold that require hoardings. (A-Class and/or B-Class)

Types and locations of access on the scaffold structure? (Access for Safe scaffold erection/dismantle in all locations must be included and indicated on mark up)

Areas of the scaffold that require containment sheeting?

Areas of scaffold that require loading bays and/or crane loading platforms?

Vehicle routes that may impact the scaffold?

Will any excavation within 2m of scaffold be taking place during the project? (Note if this occurs scaffold design will need review/advice by structural engineer)

Façade detail at the working face? Are shelf angles/external block work etc required? (Detail to be included in the mark-up)

Current construction set sent to FSS (Including concrete set out plans and sections)?

Any Other Comments for the FSS Team

Photos and Documents

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