
Most first-time padel buyers compare quotations on price, court type and delivery time. The professional buyers compare something less exciting: the documentation that comes with the offer. On a project that needs a building permit, a concrete base, a crane or a customs entry, the drawings are the difference between a four-week installation and a six-month argument.
Three things break without them:
The good news: a competent factory produces all of this anyway. The buyer's job is simply to ask for it at quotation stage, when it is still free. Our padel court specifications sheet lists the acceptance values; this guide covers the drawings and documents that carry them.
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A full pack for a standard 20 × 10 m court runs to roughly 10–14 sheets plus certificates. The table below is the checklist we work to, and the list to put into your request for quotation.
| Document | What it contains | Who uses it |
|---|---|---|
| General arrangement (GA) drawing | Plan and elevations at 1:100: court footprint, structure outline, glass and mesh zones, door positions, run-off distances, net line | Owner, architect, planning officer |
| Foundation & anchor-bolt plan | Ring beam or pad layout, bolt centres, bolt diameter and embedment, reinforcement, slab specification, drainage falls | Civil contractor, structural engineer |
| Steel base-plate details | Base plate thickness and size, 2D CAD detail of the post termination, rubber/EPDM pad detail, grouting and levelling notes | Foundation contractor, installation crew |
| Glass panel schedule | Panel sizes, thickness, quantities per wall, door panels, hinge and latch positions, joint tolerance | Installer, glass supplier, QC |
| Turf & line-marking layout | Turf roll layout, seam positions, line dimensions and colours, infill notes | Installation crew, club (for later repairs) |
| Lighting layout + photometric study | Pole positions and heights, luminaire count, aiming angles, lux values on a 1.0 m × 1.0 m calculation grid, uniformity, glare notes | Electrical contractor, insurer, competition organisers |
| Electrical single-line diagram | Cable sizes, duct routes, protection devices, control and dimming strategy, IP rating of fittings | Local electrician, building control |
| Structural documentation | Wind-load statement from the manufacturer, load calculations, steel grade and coating specification, canopy loads where a roof is ordered | Structural engineer, permit authority |
| Conformity & test certificates | CE documents and declaration of performance, tempered glass standard references, galvanizing or coating reports, materials certificates | Importer, bank, customs, insurer |
| Installation manual + packing list | Assembly sequence, torque values, tool list, per-container packing list with weights and volumes | Site crew, freight forwarder, customs broker |
Ask for the pack as a drawing register — one index sheet listing every drawing, its number, revision and date. It sounds bureaucratic until the first site query arrives and everyone can see which revision the crew is holding.
The GA drawing is the sheet everyone works from, and it should state the numbers that matter — not only the famous 20 × 10 m. The values below are the ones we put on every GA sheet, and the ones to check on yours.
| Item on the GA drawing | Typical value to look for |
|---|---|
| Inner playing area (glass to glass) | 20.00 m × 10.00 m |
| Outer structure footprint (classic court) | ≈ 21.00 m × 11.00 m including posts and frame |
| Wall build-up | 3.00 m glass panels + 1.00 m mesh above = 4.00 m enclosure height |
| Line widths and service line | 5 cm lines; service line 6.95 m from the net line |
| Net heights | 0.92 m at the posts, 0.88 m at the centre |
| Access doors | Typically 1.00 m wide, 2.00 m high, hinged outward, clear of the ball path |
| Run-off / safety clearance to fixed obstacles | ≥ 2.00 m behind the back glass for club play, plus side clearance for maintenance access (see our site planning and spacing guide) |
| Clear height indoors | 6.00 m minimum above the playing surface, 8.00 m recommended for new indoor builds, measured to the lowest obstruction — purlins, ducts and luminaires included |
| Orientation and drainage falls | North–south or shaded orientation where the sun is hard; 0.5–1% fall to perimeter drainage |
| Anchor-bolt grid | Spacing, diameter and projection, dimensioned from the court centre line |
Two checks that catch most problems. First, 40 mm matters: the GA drawing must be internally consistent — outer footprint, bolt grid and slab edge should all reference the same datum. Second, if your site is an odd shape, ask for the GA drawing on your own survey dimensions before you sign, not after. Multi-court layouts and constricted sites need the drawn steel and glass interfaces, which is why the same pack feeds the foundation design and the civil works tender.

The foundation drawing is the sheet your civil contractor prices from, and the one the manufacturer cannot complete alone: it has to be developed into a site-specific design by an engineer registered where the court is being built, because it depends on ground conditions and local wind loads. What the factory must supply is everything that engineer needs.
Buyers who skip this sheet usually end up with one of two expensive outcomes: a slab cast level with no falls, or bolt positions that force the installation crew to slot, weld or shim base plates — an operation no anti-corrosion warranty covers. The padel court foundation guide covers the concrete work itself; the drawing set is what makes it buildable.
Requirements differ by country and sometimes by municipality, but the drawing-and-data slice of the file comes from the manufacturer. The full application file — statements, access and parking, acoustic reports — is covered in our padel court planning permission guide; what follows is what has to come off the drawing set. Prepare it before you submit, and treat anything missing as a supplier gap rather than a paperwork nuisance.
| Document | Why the reviewer asks for it |
|---|---|
| Site and GA drawings, drawn to scale | Position of courts, distances to boundaries, run-off, access and parking provision |
| Wind-load statement from the manufacturer | Confirms the enclosure has been designed for the local wind regime; drives the foundation design |
| Structural calculations | Signed by an engineer qualified in the jurisdiction, with professional indemnity cover for the site-specific foundation |
| Glass and steel standards | Tempered safety glass referenced to the relevant European or national standard; steelwork and coating grades; welding and galvanizing practice |
| Drainage and, for covered courts, rainwater strategy | Surface water discharge route; where a canopy is used, some authorities require attenuation instead of direct discharge to drains |
| Covered-structure documents (if applicable) | Canopy loads, fixing design, and typically hot-dip galvanized steel for long-life outdoor structures |
Noise assessment, access and parking layouts, the planning statement and the visual-impact material complete the file but are site work rather than supplier documents — that is the part the planning guide walks through.
Note the split of responsibility, because it is where buyers lose weeks: the manufacturer supplies the product data — loads, base-plate geometry, glass schedule, certificates; the local engineer converts it into a site-specific design that carries professional indemnity. Buyers who expect the factory to sign off a foundation in a market it has never worked in are asking for a document that will not be accepted. Our wind-load guide explains the inputs that statement needs.
Lighting is the second cluster of drawings that reviewers and insurers read closely, because it is where play quality, running cost and neighbour complaints all originate.
Ask for the photometric file, not only the PDF — most lighting designers can hand over the calculation project, and it makes any later change (add a court, raise a pole, dim a zone) a one-day job instead of a survey. Our lighting guide covers lux targets and pole layout in more detail.
Format is where good drawings become unusable drawings. The practical standard:
Use the drawing set as the acceptance checklist on site. This is the short version of the inspection sheet we recommend buyers complete at handover; our installation and construction guide covers the day-by-day build sequence.
| Check | Acceptance value (as drawn) |
|---|---|
| Playing area measured between inner glass faces | 20.00 m × 10.00 m |
| Surface levelness | State the tolerance on the drawing and test it — surface regularity is normally checked with a straight edge, with the common padel tolerance being a few millimetres, not centimetres |
| Glass panels | Thickness and panel sizes match the schedule panel by panel; typically 12 mm tempered for outdoor and panoramic courts, lighter sections indoors where the standard allows |
| Mesh and fencing | Panel size (commonly 50 × 50 mm with 4 mm wire) and total height to 4.00 m |
| Anchor bolts and base plates | Bolt centres within the drawing tolerance; plates fully seated, pads fitted, no site-welded improvisation |
| Doors and gates | Opening width and height, hinge side, outward swing, latch function, no interference with the ball path |
| Drainage | Falls present and draining to the drawn outlets; no ponding after a hose test |
| Net and posts | 0.92 m at posts, 0.88 m at centre, posts on the drawn centrelines |
| Lighting | Positions and heights as drawn; measured lux at the grid points compared with the photometric study |
| Spares and documents | Spare glass panel and a fittings set supplied; certificates, warranty document and as-built drawings handed over |
On a container shipment the drawing set also does commercial work:
Send three things with your enquiry and a competent factory can return a usable pack without a single site visit:
Then ask for the pre-order pack explicitly: a GA drawing on your dimensions, a foundation concept drawing with the anchor-bolt grid, a base-plate detail, the glass schedule, a lighting layout, the wind-load statement, the certificate list, and a drawing register that will be maintained through delivery. A factory that will not issue a GA drawing before an order will not produce a good one afterwards.
A complete pack contains a general arrangement drawing with plan and elevations, a foundation and anchor-bolt plan, steel base-plate details, a glass panel schedule, a turf and line-marking layout, a lighting layout with a photometric study, an electrical single-line diagram, wind-load and structural documentation, conformity certificates, an installation manual and a packing list. For a single court that is roughly 10–14 sheets plus certificates — ask for a drawing register listing every sheet and its revision.
You need both, and the split matters. The factory supplies product data: post reactions, base-plate geometry, anchor positions, the maximum wind load the enclosure is designed for, glass schedules and certificates. A locally registered engineer turns that into a site-specific foundation design that accounts for your ground conditions and local wind loading, and signs it with professional indemnity cover. Permit authorities expect a design by an engineer qualified in their jurisdiction; a factory drawing alone is treated as product information, not a design.
Yes, and you should ask for it. PDF is right for permits, tendering and site folders, but DWG or DXF is what your architect or civil contractor needs to overlay the court on the site plan and to set out the foundation. Request editable CAD for at least the GA drawing, the foundation and anchor layout, the base-plate details and the lighting layout, at 1:100 for the plans and 1:10–1:20 for connection details, and confirm which CAD version the files are saved in.
Surface regularity is judged with a straight edge rather than by eye — the tolerance is a matter of millimetres over a short length, not centimetres across the court. The practical instruction for a buyer is to have the tolerance stated on the foundation drawing, and to test it before the turf goes down, because correcting a slab after the enclosure is erected means dismantling work. Drainage falls, expansions and the slab edge should be dimensioned on the same sheet.
Usually the five documents that a project actually runs on: a dimensioned GA drawing referenced to a site datum; a foundation and anchor-bolt plan with a base-plate detail; the wind-load statement and structural data for your engineer; the lighting photometric study; and the certificate list. A render or a marketing plan is not a drawing set. If a supplier cannot issue a GA drawing and a foundation concept before you order, treat that as a technical-support limit rather than a paperwork preference.
They can, for good reasons — a site survey correction, a change of court type, a canopy added later, a permit condition. That is exactly why every sheet needs a revision table and why the factory should confirm in writing which revision is being manufactured. Practically: any change after order confirmation gets a new revision letter, the superseded sheet is withdrawn, the buyer acknowledges the change, and the delivered goods are checked against that revision at handover. Buyers who keep this rule rarely argue about what was ordered.
Tell us the country and city, your available site dimensions, whether the courts are indoor, covered or outdoor, how many courts you plan, and the wind or snow conditions your engineer is working with. The PeakPadel engineering team will return a general arrangement drawing on your dimensions, a foundation and anchor-bolt concept drawing, steel base-plate details, the glass panel schedule, a lighting layout with photometric data, a wind-load statement, the certificate list and an itemised FOB quotation — so your engineer, your civil contractor and your bank have what they need before you commit. Our own factories manufacture complete padel court packages — classic, panoramic and super-panoramic, plus singles courts, roofs, lighting, fencing, turf and branding — direct from our own factories in China, with drawings, quality documents and installation supervision for every order.