(a) intermittent gaps between the bondek sheeting and the form block walls at each end of the concrete slabs in some areas in units 1, 2, 4-7, 15, 16, and 26. Rectification grouting was recommended;
(b) steel reinforcing protruding through the concrete slab was also noticed in units 1 and 9;
(c) a steel beam was protruding through the form block wall of the foyer and into unit 4, which affected fire rating;
(d) there was a gap between the base of the steel beam which supports the concrete slab and the form blocks in units 5, 9, 10 and 16;
(e) in units 8 and 9 the steel floor beam supported the bondek sheeting through a timber packing plate. This is not a recommended installation procedure;
(f) there were penetrations through the slabs in units 1, 5, 6, 9, 15, 16 and 29 that were not filled with epoxy grout filler to ensure all sound and fire requirements are satisfied;
(g) at the transition point between the bondek concrete and the off-form concrete in units 2, 4, 6, 11, 16 and 18 there was spalling concrete. This required rectification by injecting a suitable non-shrink grout or epoxy mixture to the affected areas;
(h) the set down area of the concrete slab in unit 2 had not been set out in accordance with the drawings;
(i) the bottom reinforcement to the slab in unit 18 was visible from beneath;
(j) the steel plate which should support the bondek sheeting had not been provided in units 18-21 and 29 resulting in a gap between the bottom flange of the steel beam and the bondek;
(k) in unit 29 there was a section of bondek sheeting running parallel to the steel beam that was bowing considerably;
(l) the concrete slab had been unevenly scabbled/trowel finished in some areas in units 1, 10, 13, 14 and 17 requiring a suitable epoxy grout resin to achieve a level finish;
(m) the concrete slab terminating at the form block had not been finished with a flat and level soffit in line with the form block above and below, requiring a suitable non-shrink grout or similar epoxy mortar to be applied.