Side rail systems can be supported by the inclusion of diagonal tie wires (DTW) or suspended from a suitable eaves beam as shown.
Recommended sequence of erection:-
* Maximum heights indicated are based on a total cladding weight of 15kg/m2 on elevation. If the weight of the cladding exceeds this value, the maximum height can be defined pro-rata.
** In all cases, if the height to eaves exceeds the maximum recommended height, additional tie wires must be included as shown.
? Stiffener cleat positions (see Eaves Beam Details)
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