![]() Reduced Mono pitch roof angle down to 9-degrees.Removable spigot to enable staggered bays if required.Strong aluminium profile enabling 2mtr – 2.4mtr bracing intervals.Fully compatible with existing Uni-Roof / Ubix systems.Efficient rainwater channelling using integrated sealed spigot. ![]() Integrated jointing method – fewer parts on-site, eliminating manual assembly.Prestigious roofing projects can often demand greater protection from the elements, again rainwater run-off must be managed to maximise the benefits of the temporary roof cover.ĭeep Flow sheet tracking is a heavy-duty aluminium profile with an integrated gutter system which allows for the installation of sheeting to temporary roofs or sidewall cladding elements. With large scale roofing projects comes the problem of greater rainwater run-off, this water must be managed to avoid ingress and possible damage to what is being protected. Standard sheet tracking meets the demands of most temporary roofs supplied and has up until now been the only option available without great expense. This Keder based system utilises an alloy sheet tracking profile, this allows for the sheeting to be pulled through the tracking to enclose each bay. Hand, crane and roll-out methods of erection are catered for with multiple options available to meet with most site requirements reducing the need to work at height as well as speeding up the build and dismantle times. With spans of up to 50m along with Mono pitch, Duo pitch 18-degree and 36-degree roofing types available the Uni-Roof system is the ideal choice and has proven itself with over 25 years of continual use in the industrial/commercial/historic and domestic markets. Standard bay sizes are available at 2.072mtr / 2.572mtr / 3.072mtr widths with other bay width options available upon request for specialised applications. Altrad Generation hire & sale offers the Uni-Roof temporary roofing system, this aluminium system is based around the use of the 0.45m, 0.78m and 1.33m alloy lattice beams. For further information on state plan standards, please visit. State plans may also have additional requirements. Requirements for work performed on scaffolds, ladders, and aerial lifts are in Part 1926 - Subpart L, Subpart X, and 1926.453, respectively. (Although the standard does not mention personal fall restraint systems, OSHA will accept a properly utilized fall restraint system in lieu of a personal fall arrest system when the restraint system is rigged in such a way that the worker cannot get to the fall hazard.) If an employer can demonstrate that the fall protection required under 1926.501(b)(13) is infeasible or presents a greater hazard, it must instead implement a written fall protection plan meeting the requirements of 1926.502(k).įall protection used to comply with 1926.501(b)(13), including guardrail systems, safety net systems, and personal fall arrest systems, must meet and be used in accordance with applicable requirements in 1926.502. 501(b)(13), workers engaged in residential construction six (6) feet or more above lower levels must be protected by conventional fall protection (in other words, guardrail systems, safety net systems, or personal fall arrest systems) or other fall protection measures allowed elsewhere in 1926.501(b). Employers are responsible for ensuring compliance with applicable OSHA requirements. Moreover, employers should be aware that the examples described in this document may not be suitable in all situations. The examples provided in this guidance document do not represent all possible work methods that can be used in residential construction. The focus of this document is mostly on new construction. This "Fall Protection in Residential Construction" guidance document describes various methods that residential construction employers may be able to use to prevent fall-related injuries and fatalities at various points in the residential construction process. Falls are the leading cause of death for workers engaged in residential construction.
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