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Lift shaft tower A scaffoiding tower butted on all sides at every lift suitable for use in an enclosed lift shaft.

Design height / Maximum height: 50.0 m to the top lift.

Maximum loading 4^ Loaded on up to 2 working lifts with up to 0.75 kWm2; / Foundation design leg load (for the client): 20.98 kN;

| Special consideration may be required as the foundation design load exceeds 20 kN,

Permitted dimensions Maximum length: 1.8 m;

V Maximum width: 1.8 m;

• / Maximum transom spacing: 1.2 m.

Location Valid only within an enclosed lift shaft shielded from the wind.

Add-on features / A gin wheel may be used to lift a maximum of 50 kg.

Design advice may be required if any add-on features not stated on this compliance sheet are attached to the scaffold.

Criteria To be erected as a TG20 compliant lift shaft tower scaffold as described in TG20;13 chapter 15:

v ' Maximum lift height: 2.0 m;

V Any number of lifts may be boarded;

V Maximum of two lifts loaded with personnel and materials;

/ Securely butted in all four directions at every lift;

V Bracing and ties not required due to the secure butting;

V May be clad with sheeting or debris-netting;

/ Double guard rails and toe boards at boarded litts it required by the risk assessment;

Single guard rails at unbearded lifts if required by the risk assessment.

Contract.no; I I ' Client: * Rydon

Gompany: Access Solulicns Scaffold reference: Gt/LS/001 ,

NASC membership no {11: 61005 . . Site reference; Grenreii Tower Qrenfell Rd Wl l

Name: - i - X - (Vlarc;Mopre. • :'. ;; . Position:;: .• • Supervisor . ;::-:

Si..)ii.>iiure. v ']\ 'y''-y'''r'''': : : y Date; . ; ; ' i " 31/93/201:, : '

Notes; .̂ y :/„[. o-.

0 Use of this NASC document does not infer NASC membership. Go to www.nasc.org. uk to confirm membership.

Artelia_00010105

ART00006243 0001 ART00006243/1