CU Jan-Feb 2020
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CASEstudy<br />
©Steve McCurry / Magnum Photos<br />
Distilling the essence of design<br />
Thomas Mahon of Bimorph Digital Engineering explains the use of GenerativeComponents to<br />
calculate the mathematics behind The Macallan Distillery's distinctive and complex roof<br />
It's a fascinating concept that owners of<br />
wineries and distilleries, build splendid<br />
structures to house their produce whilst it<br />
matures in the vats, casks and gleaming<br />
copper distillation devices. Take for example<br />
the winery designed by Frank Gehry in<br />
Elciego, Spain, One can only assume that<br />
the patience required as each vintage<br />
matures is bolstered by contemplation<br />
amidst some iconic piece of architecture.<br />
On the other hand, visitors want to see as<br />
much of the manufacturing process as<br />
possible - and one needs to encourage<br />
profligacy from them by the opulence and<br />
magnificence of a grand design.<br />
I learnt about just such a dramatic and<br />
inspiring project in Scotland at Bentley's<br />
recent GenerativeComponents Symposium<br />
in London, where Thomas Mahon,<br />
founding Director of Bimorph Digital<br />
Engineering, gave a presentation on the<br />
parametric design process that aided in the<br />
development of The Macallan Distillery roof<br />
structure project.<br />
The new Macallan Distillery building was a<br />
Rogers Stirk Harbour + Partners project for<br />
the Macallan Distillery, which has been in<br />
existence since 1824 when they produced<br />
their first single malt whiskey. Set in the<br />
beautiful rolling scenery of the Easter<br />
Elchies estate, the aim was to provide a<br />
building that had a minimum visible impact<br />
on the landscape, yet allowed visitors to<br />
see all elements of the whiskey production<br />
process in a dramatic environment - a<br />
contrast between the engineering manmade<br />
forms of the industrial production<br />
and the surrounding countryside.<br />
The distillery consists of a substructure<br />
package of earthworks, waterproofing and<br />
concrete retaining structures using a grey<br />
aggregate mix and dark grey cement using<br />
local pulverized fuel ash, to match local<br />
stone. This was complemented by a<br />
superstructure designed to fit in yet appear<br />
man-made, and a gently undulating roof<br />
which was quite different and separate to<br />
the main structure, 'sailing' above it and<br />
freeing it from restraining ground pressures<br />
and loads.<br />
THE MACALLAN DISTILLERY ROOF<br />
The roof structure is in two principle parts, a<br />
primary tubular steel support frame and<br />
undulating domes and valleys for the<br />
timber grid shell. The primary steel frame is<br />
laced through the centre of the timber<br />
beam structure and helps to resist the<br />
torsional forces. The timber domes act in<br />
compression and the interconnecting<br />
valleys are hung between the domes. All of<br />
the roof beams are straight and all of the<br />
cassettes are flat double skinned panels,<br />
providing a facetted appearance to the<br />
engineered landscape.<br />
Despite the highly repetitive and rotational<br />
roof geometry the finished structure is<br />
constructed from over 380 thousand<br />
components. The beams are a composite<br />
of glulam and laminated veneered lumbar<br />
(LVL) and steel reinforced in certain key<br />
locations. All of the timber beams are<br />
vertical with a constant expressed depth of<br />
750mm which allows for considered and<br />
neat interfaces with internal partitions as<br />
well as the solid and glazed façade.<br />
FAÇADE AND GLAZING<br />
Running the full length of the eastern and<br />
southern elevations of the building is full<br />
height double glazing composed of 3m<br />
wide structurally bonded double-glazed<br />
panels, supported from the base and<br />
restrained at the head with a flexible<br />
movement joint. The interface between the<br />
main glazed façade and associated downstand<br />
roof beam is a key and important<br />
interface. Running the full length of the<br />
building, the façade undulates between<br />
2.6m and 5m in height. The interface at<br />
roof level incorporates a flexible movement<br />
detail which needs to accommodate the<br />
vertical and lateral range of movements of<br />
the roof structure, to remain engaged to the<br />
roof and support its lateral movement<br />
whilst maintaining the performance of its<br />
thermal and weathering envelope.<br />
GREEN ROOF AND COVERINGS<br />
On top of the timber roof structure is a<br />
layered roof buildup of circa 300mm in<br />
depth - 150mm of vapour barrier, thermal<br />
insulation and waterproofing and then a<br />
further 150mm of green living roof. The<br />
insulation actually protects the irrigated roof<br />
from the warming and drying effects of the<br />
distillation process.<br />
The architectural structural grid of the<br />
timber provides a network of aluminum<br />
channels, contributing to the engineered<br />
aesthetic but also acting as a servicing<br />
zone that crosses the entire roof, lightning<br />
protection, irrigation runs, fall restraint lines<br />
and power for actuated vents to the visitor<br />
centre rooflights.<br />
10<br />
<strong>Jan</strong>uary/<strong>Feb</strong>ruary <strong>2020</strong>