Step 1 check out the roof use a ladder against a side of the building to climb to the roof edge.
Roof web brace.
Once at the roof edge locate the rafters.
Web ties shall be continuous or where required spliced by lapping over at least two adjacent trusses.
36 build 134 february march 2013 roof bracing we complete this four part build series on calculating bracing requirements by looking at roof bracing.
To strengthen the roof system truss clustering cross bracing and wind bracing is recommended at both end of the buildings and every 20 for longer span buildings.
If you are new to working with roof brackets or jacks limit your first experience to a one story roof with a low pitch.
You will be attaching roof jacks to the rafters securing these with either 12.
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Purlins as shown in sample photos below are installed for rafter support.
Typically this is a 70x35 f5 or machin grade pine 10 mgp10 web tie located mid length of the web.
The braces struts or kickers should be within every 4 and should not be at a greater than a 45 degree angle towards the roof slope lower side.
Purlins 24 oc are typical along with the bottom bracing shown.
Some webs must be braced if required by the truss designer.
Generally this applies to the long webs which are in compression during some part of the life of the structure.
A single diagonal brace without a lateral restraint can be used to brace the web by attaching the diagonal near the mid span of the web.
The web ties shall be fixed to the web of each truss at even spacing of the web with two 75mm x 3 05ΓΈ long nails and braced to the truss with one bay of crossed steelbrace at each end and an intermediate bay at 10m centres.
Truss clusters for maximum strength this image shows a cluster of three trusses tied together.
Tom edhouse branz technical advisor design right using the same house as in the previous articles on subfloor bracing build 132 pages 38 41 and wall bracing build 133 pages 32 36 we use nzs 3604 2011 timber framed buildings.
The ends of the diagonal must be cut to fit snugly against the top and bottom chords of the adjacent trusses and toe nailed to each figure 3.
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