Information

  • Document No.

  • Client / Site

  • Conducted on

  • Prepared by

  • Location
  • Plot Numbers

  • Are there TG20 Compliance sheets or design drawings available?

  • Have the Scaffolds been built in accordance with the compliance sheets or design provided?

Footings

  • Are the footings provided by the client suitable for the pending loads?

  • Are sole boards in place and at the correct dimensions?

  • Have base plates been used?

Standards

  • Are the standards correctly plum and within the allowed erection tolerance?

  • Are the joints staggered?

  • Are the standard spacing's to Table 1 of TG20 and within the allowable erection tolerance?

Ledgers

  • Are the Ledgers correctly plum and within the allowed erection tolerance?

  • Are the joints staggered?

  • Are the lift heights within the allowed erection tolerance?

Transoms

  • Are the transoms of the correct length and do they protrude 25mm past the coupler?

  • Is there a transom fitted within 300mm of the node point at ledger braced standards?

  • Are the transoms spaced correctly on boarded and non boarded lifts?

Ledger, Façade and Plan Bracing

  • Is all bracing connected within 300mm of the node point?

  • Is all bracing set at the correct intervals?

  • Is all bracing connected using load bearing fittings?

Ties

  • Are all ties been set at the frequency of the compliance sheets or design drawing?

  • Have primary pull tests been carried out?

  • Have proof pull tests been carried out?

  • Where ties cannot be used is another system in place to retain the scaffold?

Boarded Lift

  • Are the boards in good condition with no excessive splits, or notches?

  • Is the working platform free from gaps and trip hazards?

  • Are all boards 8ft and under secured once and 6ft boards and under boards secured twice to prevent movement?

  • Do all inside standards protrude 1mtr above the working platform?

  • Are all inside boards secured to prevent movement?>

  • Are the boards supported by at least 50mm past their last support and not exceeding 150mm?

Handrails, Toe Boards & Brick Guards

  • Are Handrail and toe boards fitted where there is a risk of persons or materials falling?

  • Are the handrails at the correct height 950mm with a gap not exceeding 470mm between the toe board and the handrails?

  • Are the handrails and toe boards correctly fixed (toe boards over 2 standards) and are the joints not in the same bay as the ledgers below?

  • Are the brick guards in good condition and correctly secured?

Ladder/ stair access

  • Are the ladders on a firm and even base and supported only by the stiles?

  • Are the ladders correctly secured with either lashing or single fittings that wrap around the stiles?

  • Do the ladders protrude at least 1.05mtrs above the working platform? where this is not possible is there an adequate handhold provided?

  • Are the stair treads in sound condition and free from hazards that could cause harm?

  • are the stair treads fixed securely with no movement?<br>

  • Are all the Half landings complete with Handrails and toe boards?

Housekeeping

  • Are all the spare materials in a neat and tidy condition?

  • Is there a adequate storage area for the spare materials on site? is it in a workable condition?

Signage & Barriers

  • Is there signage on display to warn other site users?<br>Loading bay signs/ men working over head/ scaffold incomplete.

  • Are there Physical Barriers in use?

SG4:10

  • Does the scaffold appear to be erected in accordance with SG4:10?<br>Are there single guardrails on all non working lifts?<br>Is there a ladder access in place for the scaffold erectors to use?

Recommendations & Conclusion

  • Quality of fittings

  • Quality of boards

  • Quality of ladders

  • Quality of tube

  • Quality of ladder gates/ hatches

  • Quality of loading bay gates.

  • Other areas covered in this report.

  • Signature:

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