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Rooftop additions in light gauge steel

Building on top of an existing building means the old structure and the foundations have to carry the additional load.

Self-weight is everything here: the load from a masonry or in-situ addition often exceeds the reserve, while a light gauge steel one fits within it.

Three further advantages come with that:

No concreting, no curing time, no mass moisture. The occupants can often stay in.

The members arrive premade and erection is short.

A smaller crane, less site storage — decisive in a dense urban setting.

Survey, and where needed trial openings and material testing. The old drawings are not enough. Surveying an existing building.

The additional load goes right down to the foundations. If there is no reserve there, the addition requires strengthening.

Where the load of the new structure is delivered: onto the existing walls, or onto a separate load-bearing system. That is a plan question too, because the old and the new wall layouts do not necessarily coincide.

The horizontal loads of the new storey also have to be taken down. That is often the harder task than the vertical load. Designing a shear wall.

An addition can change the fire situation of the whole building: number of storeys, risk class, escape. Risk classification.

A taller building takes more wind load, and the snow drifting conditions on the old roof can change too.

If the load-bearing walls of the new storey do not coincide with the existing ones, a transfer structure is needed. That is generally solved with hot-rolled beams, onto which the light structure is built.

The classic case of a mixed structure.

In a rooftop addition self-weight decides, and that is where light gauge steel is strongest. The difficulty of the task is not the new storey but getting to know the existing structure.