SOPREMA EFYOS BLUE A on a large roof. Planning the parapet junction

Mark corners, steps and changes in fall on the roof plan. Put the section number beside the corresponding length of perimeter so the roofer can identify it from the roof itself.

At each step, record the deck and the underside of the proposed coping against one datum. Include the full build-up and the rise due to falls. This schedule gives the available parapet height at each location.

The PIR core has a 50 µm aluminium facing on each side. The data sheet gives λD of 0.022 W/(m·K), CS(10/Y)120 and reaction-to-fire class E. For profiled edges, check the cover dimension before counting rows.

Declared RD is 4.50 m²·K/W at 100 mm and 5.45 m²·K/W at 120 mm. With the deck and all other layers unchanged, the 120 mm option leaves 20 mm less height for the parapet junction.

If clearance at the upper end of a fall is insufficient for the detail, mark the surveyed levels on a section for the designer. The solution must accommodate the membrane termination and the shape of the coping.

Before fitting the metal coping, inspect insulation and waterproofing continuity at the corner. Measure the vertical upstand from the finished membrane and compare it with the approved detail for that location.

Check thickness, edge type and size on the delivery label. Count full rows separately from pieces cut for steps. Agree pallet locations with the person responsible for roof load capacity.

File the section number, measured height and a photograph taken before installing the coping. When the covering is renewed, these records help identify where an extra layer requires the termination to be redesigned.