1st floor level inspection

What is the discrepancy in top of blockwork?

Is the joisting/precast floor slabs wrapped with air-tight membrane where they penetrate internal leaf of cavity wall?

Do the joists/pre-cast match the span on approved/engineer design, incl. correct bearing, centres between each member, etc.

If joists, have the ends been treated with peservative?

If applicable, has fire segregation been achieved between floor levels by agreed method, e.g fire cavity bag, closing cavity, etc. and if so, has a step DPC been installed above fire bag level?

Have all straps been installed in blockwork and notched into joists i.e where joist runs parrell to block wall

Have double joists been install under any structural studs or in areas where joist work is hung from another joist i.e at stair openings, etc.

Has the correct width and length for stair opening been included i.e enough headroom and width for stairs (IF IN DOUBT ON MIN. DIMENSIONS ASK!!!)

Has allowable drill area for services in joists been marked on example joist in each room?

Is there a clear plan for temp. support of joisting/precast prior to loading with blockwork? Incl. temp. sheeting and void protection for stairwell?

Is grouting complete to pre-cast slabs if applicable?