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Traditional façades systems

Versatility and simplicity

Originally used for their simplicity and cost-effectiveness, traditional façade systems – metal cladding fitted back to a fully supporting substrate – are once again attracting the interest of architects.

Highly versatile, traditional zinc façades are suitable for both contemporary and historical architectural styles. Their numerous design possibilities, combined with the wide range of elZinc® finishes, offer extraordinary creative freedom.

facade systems

Traditional cladding systems

Angle standing seam

Angle standing seam

Traditional cladding system based on the double lock standing seam.

Flat lock shingles

Flat lock

Traditional cladding system using interlocking panels. Principally used in façade cladding, on flat or curved areas.

Shingles

Tiles

Pre-frabricated elements directly fixed to substrate. Easy to install – can be cut, edged and folded as required.

zinc cladding

Common characteristics of fully supported traditional façades

Light, timeless, artisan appearance

These systems are installed by specialist hard metal roofing contractors giving a hand crafted, made-to-measure feel. The subtle quilting that can become apparent naturally under different light conditions introduces a bit of visual ‘vibration’ and ‘energy’ to the building.

Adaptable and architecturally flexible

Making use of the malleability of elZinc®, the panels can be curved, tapered, formed and folded to conform to almost any geometric design. Intelligent use of the joints can convey interesting effects.

Installation

They should be installed by experienced fully supported metal roofing specialists. Contact elZinc® for a list of reputable firms for your project.

Proven durability

Zinc standing seam roofs have been known to last for well over half a century, and traditional zinc cladding lasts even longer.

Economical

The thin gauge of elZinc® used (0.65 to 0.8mm – only 5,6 to 7 kgs/m2) coupled with modern bending and profiling technology keeps costs more affordable than most architects appreciate.

Technical characteristics of fully supported traditional façade systems

Use of thin gauge zinc

Zinc between 0.65 and 0.8mm is normally used since these systems require ease of hand forming on site to execute the joints and details. In countries new to this type of cladding, there is a temptation on occasion to use heavier gauge material to eliminate oil canning, but this should only be done after consultation – many traditional joint details cannot be executed in material thicker than 0,8mm.

Folded and welted joints to connect panels

These joints create protruding seams or small steps between the panels. They are either simply interconnected or welted together on site. The seams are not watertight, and their weathertightness varys, so each type of joint has its own pitch-related limits. Optically, these joints interact with the light generating intesting effects which can influence our perception of the façade at different times of the day and year.

Indirect fixing using stainless steel clips

These fixings are hidden by being overlapped by the next panel in the sequential installation of the covering. They hold the cladding down to the substrate whilst ensuring it can expand and contract freely as it warms up or cools down

Governed by national norms and codes of practice

These systems should be installed according to national standards and codes of practice. Independent system certification should not be required since they employ tried and tested techniques and methods.

Fully supporting substrate

Due to the thin gauge of the zinc used, they require a fully supporting substrate (or partially supporting substrate for façades). This can either be of a vented or unventilated design, and helps reduce rain drumming especially if combined with structural underlays
Technical characteristics of fully supported traditional façade systems

Panel widths and clip centres in traditional systems

The standing seam, angle seam and flat lock panel systems all use the same set of seam centres, which are tied into commercially available coil widths.  Therefore, the following table can be used to determine the bay widths, thicknesses, and also to specify the number of fixings per m2 for each of these systems.

System dimensioning Fixing requirement – number of clips per m2/clip centres in cms related to building height
8 m < H <= 20m2 0 a 100 m
Thick. Bay width Centre Edge Corner Centre Edge Corner Centre Edge Corner
0.74303.9/483.9/486.4/293.9/485.5/349.6/203.9/487.7/2512.8/15
0.75303.9/483.9/486.4/293.9/485.5/349.6/203.9/487.7/2512.8/15
0.76003.9/433.9/436.4/263.9/435.5/349.6/173.9/438.5/2012.8/13
0.76304/404/406.4/254/405.4/2910/16

*Notes:  Assumes a nominal clip pull out load of 560N.

Valid for non-exposed locations.

Various factors affect wind uplift  and advice should be sought from elZinc® when determining tray widths for projects in exposed locations.  This is not only to ensure that the cladding does not suffer during storms, it is also to avoid fluttering of the trays during periods of continuously windy weather.

Bay widths may be narrowed to the next standard width in order to reduce quilting in the sheets if a flatter appearance to the cladding is required, especially for wall cladding or steeply pitched roofs.