Hello everyone...
I am about to buy a new bed and wardrobe which will add around 300Kg to the floor of a first-floor bedroom. Much of the weight will be distributed along the span of the joists, not against the joist ends.
My concern is that while the floor has no discernable sag/bow or bounce, the two rows of 30mm holes (for the central heating pipes) in each joist (150mmx50mm, 6x2) might weaken under the increased load. The two rows of holes in each joist are around 1.5m apart, running the entire length of the room.
I propose reinforcing these holes (as a precautionary measure) using 600mm x 140mm strips of 18mm external plywood bolted with timber connectors over the holes (which will need drilling to allow the pipes through). The two bolts would be spaced approximately 200mm on each side of the pipe hole, leaving an overhang of around 100mm on each end of the plywood. So, each 600mm x 140mm strip of plywood would be as follows:
10mm of plywood, and then;
carriage bolt and timber connector, and then;
200mm of plywood, and then;
the hole for pipe, and then;
200mm of plywood, and then;
carriage bolt and timber connector, and then;
10mm of plywood.
I have approximately 200mm of access above each hole to slide under the plywood and drill the holes (this is why the lengths of plywood are limited to approximately 600mm). I would prefer not to take up any more of the tongue and groove floorboards.
I have read everything I can find on reinforcing bouncing and slagging floors, but little is relevant to this situation. I would appreciate any constructive advice or support from the community.
PS. I hope this makes sense!