Structural Timber

CLOSE
 

ELEMENT:

Kennedy's Classic Aged Structural Timber Members
Carter Holt Harvey Hybeam Floor Joists

AIM:

Using recycled hardwood timber bearers on the lower floors and timber 'I' joists for the lower and upper floor supports reduces the use of native forest timbers in the house.

STRATEGY:

Minimise the Use of New Resources

A combination of recycled hardwood bearers and engineered wood 'I' joists were used for the lower floor support.

The engineered wood 'I' joists are installed in line with the horizontal portal frame members on the upper level which reduces the floor to floor height and the overall building height. The proportion of space required for the house support structures is reduced, but the size of the internal spaces remains the same.

Engineered timber products have defined structural properties that do more with less. The 'I' beams provide a consistent load bearing capacity. Holes can be cut in the beams to allow plumbing and electrical services to be installed within the floor cavity.

The beams are available in lengths up to 12 meters, while remaining straight and uniform.

The members are lightweight (half the weight of equivalent conventional softwood joists) making the floor system quick and easy to install. The members are constructed from a combination of Laminated Veneer Lumber (LVL) and structural plywood.

The timber 'I' beams use 44% less wood than equivalent solid wood floor joists. This means that by using recycled timber and 'I' section timber for the structural support for the floors there is a reduction in the demand for native forest timbers.

Minimise Embodied Energy

De-nailed stress graded recycled structural hardwood timber was used to reduce the embodied energy (initial energy) of the house. Timber performs well under environmental criteria involving the amount of energy required for the production and transport, and the pollution that arises from the production and installation of the material.

REFERENCE:

Carter Holt Harvey Wood Products Australia Technical Detail. 1997.