Dear James,
One important point I would like to add here is that when you do eventually load out the area once it becomes vacant, please ensure that the loads are evenly spaced out and preferably placed over the structural beams that are under the floor slab, I am sure you will agree that we do not want to have a potential floor collapse as a result of over loading.
For your information the existing floor is only designed to withstand loads of 500 kg to 1 square metre.
Dear Rung,
I think it would be a good idea if you could get our maintenance team once the area is cleared, to mark on the floor slab where the structural beams are located this will indicate where James and his team can/cannot place loads on the floor. Can you arrange this task please. Thanks.