Fixing Roof Trusses to Top Plate
INTERNAL OR NON-LOAD BEARING WALLS
(a) Non Bracing Wall
If the internal or non-load bearing walls are not designed as bracing walls, fix the truss with the internal wall bracket with nails at the top of the slit to allow for Roof Truss settlement as it is loaded. Brackets are fixed at 1.8m centres along unsupported sections of the wall. Where trusses are parallel to walls, trim between the bottom chords and fix brackets to the trimmer. Where non-load-bearing walls are stable in their own right, no Internal Wall Brackets are required.
(b) Bracing Wall
Where internal walls are non-load bearing but are designed as bracing walls, trusses should be fixed to the top plate using structural connections of equivalent strength to the bracing strength of that particular bracing wall. The connection should also allow the truss to deflect vertically when it is loaded.
(c) Non Load Bearing External Wall
Where non-loadbearing external walls, such as veranda walls where trusses are pitched off veranda beams or other beams, the top plate of the wall should be stabilized at a maximum 3000 mm centres.