Floor Void Ventilation Requirements

Where the exterior ground level is too high to carry air to the sub floor void in a straight line a telescopic underfloor vent should be attached to the back of the air brick to conduct and protect the airflow across up to 5 brick courses.

Floor void ventilation requirements.

Elevated buildings in a zones in an elevated building located in an a zone any flood zone beginning with the letter a the lowest floor used for rating is the lowest elevated floor with the. Another common way these vents can be blocked is by an extension with a solid floor being built onto a property without providing proper access to the original vents. High volume change potential 150mm 300mm total void. The floor can be formed in various ways using timber joists precast concrete panels block and beam system or cast in situ with reinforced concrete.

And the floor level of the garage is below the level of the building use the garage floor as the lowest floor for rating. The new zealand building code clause e2 external moisture includes an acceptable solution e2 as1 for subfloor ventilation of suspended timber floors. The recommended minimum area of ventilation required for under a suspended timber floor is 1500mm 2 for every metre of perimeter of the structure. The timloc vent units will achieve.

Ventilation openings should be provided on at least two opposite sides. Telescopic gas vent outlets 1201 1201ab 1206 gvl900 the combined units will allow ventilation outlets to either a sub floor void or via a range of adaptors to a venting layer and allow the provision of a minimum of one complete volume change per 24 hours as required by the nhbc. Duo pitch roofs greater than 200 pitch or greater than 10m span should have additional ventilation at the ridge to assist airflow through the roof void equivalent to at least a 3 mm wide continuous gap. This requires a minimum of 3 500 mm2of net open area for every 1 m2of the house plan floor area.

A suspended floor is a ground floor with a void underneath the structure. Additionally if the span is greater than 10m the overall ventilation area should be increased to at least 0 6 of the total roof area. However the floor structure is supported by external and internal walls. Voids should be ventilated by openings providing not less than 1500mm 2 per metre run of external wall or 500mm 2 per m 2 of floor area whichever gives the greater opening area.

On shrinkable soil where heave could take place a larger void is required to allow for movement according to the volume change potential.