S/E 005HP - High Profile Roof Anchor
All exposed Safetor Roof Anchors
meet the requirements of the AS/NZS 1891.2:2001 Standards Horizontal Lifeline and Rail Systems and AS/NZS 1891.4:2009 Standards Industrial Fall Arrest Systems and Devices.
The S/E 005 anchor is designed to be bolted to the purlin mounting brackets on steel structures behind the purlins.
This High Profile anchor can be used for Fall-Arrest, Abseiling and as an end anchor for lifelines.
Manufactured from 30mm Mild Steel bar with an overall height of 335mm.
This anchor is best suited for roofing with a high profile.
The Mounting plate is Manufactured from 10mm Mild Steel with slotted
holes on either side of the main shaft for ease of adjustment.
The Safetor S/E005HP anchor can reduce the loading on the structure to 3.8kN
The S/E 005 Anchor has been fully tested to the AS/NZS 1891.4:2009 Standards by Material & Testing Laboratories.
Applications as per AS/NZS 1891.4:200 Standards: Strength Requirements for anchorages.
End anchor for horizontal lifeline - 44kN
1 Person - Free Fall Arrest - 15kN
2 Person - Free Fall Arrest - 21kN
1 person - Limited Free Fall Arrest - 12kN
1. Anchorage strength applicable when using restraint
technique, is either 15kN or 12kN depending on whether
the ultimate fall is Free-Fall or Limited Free-Fall.
2.'Ultimate Strength' means that the anchorage may yield
at the stated load but must not fail.
Bolts used on this anchor are 2 x M16mm construction bolts with 2 x 50mm x 50mm square washers.
Profile blasted to remove all scale and grease
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The installation should only be carried out by a competent person as set out in the AS/NZS 1891.4:2009 Standards.
CCL provides a warranty on product performance of the anchor and not the structure.
It is the responsibility of the Installer, Building Designer or Building Owner to ensure that the structure to which the
anchor is attached to will support a load of at least 15kN as set out in the AS/NZS 1891.4:2009 Standards.
If there is any doubt about the structures adequacy a Structural Engineer should be consulted.