Lta Padel Court Guidance
Lta Padel Court Guidance
Lta Padel Court Guidance
DATA SHEET
LTA PADEL COURT DATASHEET
GENERAL
This data sheet has been produced in order to provide information and
guidance for venues considering the construction of a padel court.
DEFINITION
A padel court is defined as area 20m long x 10m wide enclosed above ground
with a combination of glass and weld mesh rebound wall and fence panels
supported of steel posts fixed to a concrete foundation with a synthetic turf
play surface.
PLANNING CONSENT
The construction of a padel court whether totally new on a green field site or
over an existing tennis court constitutes development and therefore requires
formal planning consent to be issued by the relevant Local Authority.
All new glass wall or mesh fencing 3.0m and 4.0m in height requires planning
consent together with any proposed floodlighting posts and fittings. The site
developer will be responsible for obtaining planning consent and this will be
excluded from most contractors’ quotations.
The clear unobstructed height above the playing area is a minimum of 6.0m in
order to accommodate floodlights attached to the structure, with a
recommendation of 8.0m for new build facilities.
For out-of-court play each side of the court must have 2 central access points
(one to each side). There may not be any obstacles outside the court within
an area of no less than 2 metres wide (3.0m for competition purposes) and 4
metres long on either side of the court and a minimum of 4.0 metres high
The transition between adjacent mesh and glass internal surfaces should be
flush and neither surface should protrude further than the other as irregular
ball rebound will result.
In the U.K. most padel court ends comprise toughened glass rebound panels
with a weld mesh section over but could comprise other materials such as
rendered blockwork for the first 3.0m
There are two variations of padel side walls as identified by the International
Padel Federation (IFP) described as Variant 1 and Variant 2. The difference
between the two variants are the overall height of the surround fence /
rebound walls with all the fencing/ rebound walls to Variant 2 being 4.00m
high.
Variant 2
Is the same as variant 1 but with a 4m overall height.
In the UK the majority of padel courts constructed to date are Variant 1 using
a combination of glass rebound and metal weld mesh panels.
The diagram below illustrates the difference between the 2 systems .
Glass rebound panels may comprise either 10mm or 12mm toughened glass.
12mm glass provides a more solid structure and is preferred by players for
superior rebound characteristics and should be a minimum specification for
UK installations. Glass rebound panels shall incorporate counter sunk fixings
to avoid affecting ball bounce and all shall be individually kite marked to the
European Standard. Consideration should be given to glass manifestation on
the bottom of the court and at a height of between 850mm and 1000mm for
health and safety. If further information is required then please refer to Part K
of the building regulations.
Glass and weld mesh panels are supported by steel posts or framed steel
panels with base plates for fixing to the concrete ring beam.
Toughened (or tempered) glass panels are used as the glass is specially
treated so it will break into small blunt pieces under pressure making it much
safer than shards of normal glass. The above photograph indicates a
‘panoramic’ padel court with framed end wall with no intermediate supporting
steel posts.
The side elevations will incorporate a central opening for player access on
one or both sides, or where the out of court play area (8.00m x 2.00m overall)
is to be incorporated for higher levels of play.
Padel courts may also be constructed with a crowned net line with opposing
falls of 1:100 to the end walls. But this would not be envisaged with porous
sub-base construction.
Where constructing a padel court over an existing tennis court, then careful
consideration of the existing gradients, surface tolerance of the existing
surface and the accurate of position of the new padel court is required. The
upper surface of the ring beam should be established at a level above the
highest point of the existing surfacing.
As such the installation contractor will have to make any allowance for
shuttering of the concrete where higher than the general court area. As such a
detailed survey of the existing tennis court and sub-base construction required
prior to proceeding with the project.
The L.T.A. would recommend that in every instance that the reinforced
concrete ring beam is designed by a structural engineer (with a suitable cross
section profile) with due consideration of the wind loads for the locality of the
site and any other relevant loads (spectators). This design must be backed by
the structural engineers’ professional indemnity insurance.
The padel court structure should in turn be designed with suitable reinforcing
incorporated to exceed the expected wind load calculated in the ring beam
design. The structure should be bolted to the foundation using suitable
anchors to fix the structure to the foundation in line with the structural
engineer’s calculations.
If a venue employs a contractor for both design and construction (or where
this is implied) then the contractor should also carry their own professional
indemnity insurance in relation to the design of the perimeter ring beam.
Measures to prevent corrosion should be used to increase the life span of the
court. The application of hot dip galvanising of steelwork components can
lead to poor aesthetics and warping of mesh panels. So this is not commonly
adopted by manufacturers.
NET
The net must be 10 metres long and 0.88 high at the centre, rising to 0.92
metres at the ends, with a maximum tolerance of 0.005 metres.
FLOODLIGHTING
Method 1 involves the use of integrated or extended fence posts as part of the
surrounding fence enclosure with a top bracket to mount either one or two low
wattage light fittings. The extended fence posts usually being inset by 4.0m
from the back of the court into the side elevations.
Method 2 involves the use of stand alone floodlight columns outside of the
padel court enclosure to mount floodlight fittings.
The choice between the two methods depends on the number of padel courts
to be lit and the complexities of the site i.e. are there houses in close proximity
which may require superior fittings to control lux level spillage and reduce
potential glare.
All light fittings shall be installed to create a minimum 6m high clear space
above the padel court playing area.
In the UK with outdoor tennis courts being usually lit to a standard higher than
the minimum stated above then Clubs should undertake playing testing of
floodlit padel courts to establish suitability for their scheme or may wish to
adopt a higher standard.
While the minimum levels are stated above a 10% over performance should
be taken into consideration when undertaking the initial design i.e. (0.9
maintenance factor).
Lighting designs shall use a sufficiently small calculation grid spacing (i.e.
1.0m x 1.0m as indicated below or lesser dimension) over the playing area
centred on the net line position of the court which will remove the potential for
any ‘dark or over lit’ patchy areas to be within the overall playing area.
This is particularly importance with low cost low wattage LED fittings which
are commonly employed with a symmetrical (rather than asymmetric) optical
distribution for lighting general areas and are not sport specific products.
Lighting designs provided by manufacturers should fully reveal the tilt angles
of the fittings in order to provide key information to Client concerning potential
glare issues to adjacent property owners.
As play occurs off the ends and side walls then additional vertical calculations
can be also be requested and provided where considered essential by
Clients.
Where padel courts are to be incorporated into existing floodlit areas then
consideration should be made to maximise the existing provision in relation to
the current positions of any floodlight columns, fittings and any potential
conflict with underground service cabling.
COVERED FACILITIES
A range of structures are available which comprise steel portal frames sitting
outside the fence / rebound wall elevations of the padel enclosure with single
or double skin membrane with or without full or partial drop down walls.
Solid poly carbonate roof covering canopies are also available which offer the
potential for natural light to pass onto the padel court. All steel supporting
components for canopies in the UK should be hot dip galvanised for maximum
longevity.
All canopies for installation in the UK should be hot dip galvanised for
maximum product longevity an0d be designed by a structural engineer in
order to permit submission to Building Control.
Canopy roof and wall membranes should have a minimum design life of 15
years.
KEY PROJECT CHECKLIST
Key considerations before proceeding with a padel court project:-