The venue was a converted warehouse with a mezzanine, and the brief was a 90 m² snow field at 80 mm for a brand launch. The event manager had budgeted for snow, lighting and staff, and had not budgeted for a structural question. The building’s engineer asked one thing: what is the imposed load. The answer, worked out on the spot, was 4.0 kilonewtons per square metre against a floor rated at 3.5. The build moved to the ground floor and lost its best sightline.
Snow is heavier than it looks, and it gets heavier when it is wet, when people stand on it, and when it is piled rather than spread. This article gives the arithmetic, the floor ratings that matter, and the ways to spread or reduce load so a build can stay where the design wants it.
Hydrated snow at a typical 1:20 ratio has a bulk density of about 500 to 600 kilos per cubic metre, depending on how much it has been compacted. Take 550 as a working figure. A 50 mm layer is therefore 27.5 kilos per square metre, or 0.27 kN/m². An 80 mm layer is 44 kilos, or 0.43 kN/m².
Those numbers are small compared with the floor’s own rating, which is why the first calculation usually reassures people. Then the real numbers arrive: the people. A crowd standing on the build adds 0.5 to 0.75 kN/m² on its own and compacts the snow, raising its density by 20 to 30 percent. A 90 m² field at 80 mm with 60 people on it is closer to 0.9 kN/m² total.
The figure that breaks floors is not the average, it is the pile. Snow swept into banks 400 mm deep at the edges is 220 kilos per square metre in that strip, which is 2.2 kN/m² concentrated along a line.
Office and retail floors are commonly rated at 3.0 to 4.0 kN/m², with a separate point-load limit. Residential floors are lower, around 1.5 to 2.0 kN/m². Mezzanines in event venues are usually designed for 3.5 kN/m² but often carry a note restricting concentrated loads or requiring a structural check for anything above 2.5 kN/m².
The snow itself rarely exceeds those figures. The scenic build on top of it does: a sleigh, a snow-covered timber arch, a fake snow wall, planters filled with real soil dressed as snow. Those are the loads to declare, and they are usually what pushes a build over the limit.
Where a build must sit on a lower-rated floor, spreading works and is cheap. A 18 mm plywood deck laid over the whole footprint distributes a point load across several joists and turns a 2.2 kN/m² pile into something closer to 0.8. For heavier elements, a grid of 100 by 100 mm timbers at 600 mm centres under the plywood spreads further.
The deck does add its own weight: 18 mm plywood is about 11 kilos per square metre, which is 0.11 kN/m². Include it in the calculation rather than treating it as free.
A 90 m² build at 80 mm is 4 tonnes of hydrated material. Nobody carries that up a stairwell. Plan the route: a goods lift with a 1,000 kilo limit means four trips, or mixing on the floor where the build goes, which requires a water supply and a drain within hose distance.
Mixing on site is usually the right answer above about 1.5 tonnes, and it changes the load question because the water arrives through a pipe rather than in tubs. It also means 55 kilos of powder per tonne of snow, which is a pallet rather than a van load.
Ask for the imposed load rating in kN/m², the point load limit, and any restrictions on mezzanine or upper-floor events. Get the answers in writing, from the building’s engineer rather than the events coordinator, and keep them with the method statement.
If the answer is a flat no for the upper floor, the fallback is a shallow build: 30 mm at 1:14 gives 23 kilos per square metre, which is often acceptable, and reads convincingly if the area is bounded by a low snow bank and photographed from a low angle. Density figures per grade, which drive all of this arithmetic, are on the SAP powder product pages.
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