{"id":3590,"date":"2026-09-13T09:29:18","date_gmt":"2026-09-13T01:29:18","guid":{"rendered":"https:\/\/panocourt.com\/?p=3590"},"modified":"2026-09-13T09:29:20","modified_gmt":"2026-09-13T01:29:20","slug":"padel-court-foundation-requirements","status":"publish","type":"post","link":"https:\/\/panocourt.com\/id\/padel-court-foundation-requirements\/","title":{"rendered":"Padel Court Foundation Requirements: Concrete, Asphalt, Clay and Floating Bases Compared (2026)"},"content":{"rendered":"<p><strong>Padel court foundation requirements are narrower than most builders expect and wider than most standards actually say.<\/strong> The court needs one flat plane, a controlled fall, and a base that can hold an anchor. No international rule forces you to use reinforced concrete \u2014 four base types are used commercially today, and they are not equally stable or equally cheap.<\/p>\n<p>I write this as an engineer on the manufacturing side. We have shipped courts to more than 30 countries, and the single most common project failure I see is not a steel or glass problem. It is a slab that was poured before anyone checked the anchor coordinates, the fall direction, or whether the local authority would even permit an impermeable slab on that plot.<\/p>\n<p>This guide sets out the padel court foundation requirements we give to <strong>padel court builders<\/strong>, club investors and main contractors: what each base type is good for, what the numbers actually are, where responsibility sits, and what a foundation costs in different markets.<\/p>\n<h2 id=\"toc\">What Does This Guide on Padel Court Foundation Requirements Cover?<\/h2>\n<ul>\n<li><a href=\"#types\">What foundation types can a padel court be built on?<\/a><\/li>\n<li><a href=\"#concrete\">Why is reinforced concrete the default padel court foundation?<\/a><\/li>\n<li><a href=\"#asphalt\">When is an asphalt base the right choice?<\/a><\/li>\n<li><a href=\"#clay\">Can you build a padel court on clay or compacted ground?<\/a><\/li>\n<li><a href=\"#floating\">Can a padel court float on water?<\/a><\/li>\n<li><a href=\"#anchors\">How do foundation type and anchoring work together?<\/a><\/li>\n<li><a href=\"#interface\">Who is responsible for what? The three-column interface table<\/a><\/li>\n<li><a href=\"#cost\">What does each foundation cost, and how stable is it?<\/a><\/li>\n<li><a href=\"#faq\">Frequently asked questions<\/a><\/li>\n<\/ul>\n<h2 id=\"standards\">What Do Padel Standards Actually Specify About the Foundation?<\/h2>\n<p><strong>Far less than most people assume.<\/strong> Padel standards govern the playing surface \u2014 geometry, levelness, slope, drainage position and enclosure tolerances. They do not specify slab thickness, reinforcement, anchor design, subgrade bearing capacity or the project concrete grade. That gap is exactly where the padel court foundation requirements for your project have to be engineered locally.<\/p>\n<p>Take the Chinese Tennis Association standard T\/WQTB 1002-2021, <em>Technical Requirements and Test Methods for Padel Courts<\/em>, which we work to alongside <a href=\"https:\/\/www.padelfip.com\/\" target=\"_blank\" rel=\"noopener\">FIP<\/a> playing rules. It controls the following:<\/p>\n<ul>\n<li><strong>Court geometry:<\/strong> 20 m \u00d7 10 m doubles court, 22.36 m diagonal, with a permissible error of \u00b10.3% on length, width and diagonal, and fully symmetrical halves (clauses 4.2.1\u20134.2.5).<\/li>\n<li><strong>Levelness:<\/strong> under a 2 m straightedge, the depression at any point shall not exceed 3 mm (clause 4.3.3).<\/li>\n<li><strong>Levelness acceptance:<\/strong> at least 14 test points, pass rate at least 85%, and no failing point worse than 4 mm (clause 5.3.2).<\/li>\n<li><strong>Slope:<\/strong> each court shall lie on one inclined plane; outdoor slope shall not exceed 0.5%, indoor shall not exceed 0.3% (clauses 4.3.4.1\u20134.3.4.2).<\/li>\n<li><strong>Drainage:<\/strong> drainage facilities shall be located outside the safety area surrounding the court (clause 4.9), and the safety area itself must be at least 2 m wide and free of obstructions (clause 4.8.1).<\/li>\n<li><strong>Enclosure:<\/strong> wall verticality \u00b110 mm within any 2 m height, wall flatness 3 mm under a 2 m straightedge, wall-to-mesh difference no more than 5 mm (clauses 4.5.4.2\u20134.5.4.3).<\/li>\n<\/ul>\n<p>One point deserves emphasis because it is routinely misquoted in tender documents. The C20 concrete in Appendix A.1.2 and the C25 concrete in Appendix C.1.2.1 of that standard are <em>laboratory reference surfaces<\/em> for ball-rebound and impact-absorption testing. They are not construction specifications for an installed court foundation. If a consultant hands you a spec citing &#8220;C20 per the padel standard&#8221;, they have read a test method as a design requirement.<\/p>\n<h2 id=\"types\">What Foundation Types Can a Padel Court Be Built On?<\/h2>\n<p><strong>Five base types are used commercially: reinforced concrete, asphalt, permeable (pervious) concrete, stabilised compacted ground, and no permanent foundation at all using a steel plate mobile base.<\/strong> FIP does not mandate any one of them. What the court actually needs is a plane flat to 3 mm under a 2 m straightedge, a fall of no more than 0.5% outdoors, and a way to transfer post reactions into the ground.<\/p>\n<table>\n<thead>\n<tr>\n<th>Base type<\/th>\n<th>Typical use case<\/th>\n<th>Anchoring method<\/th>\n<th>Relative cost<\/th>\n<th>Stability<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Reinforced concrete slab<\/td>\n<td>Permanent clubs, multi-court venues, indoor halls<\/td>\n<td>Mechanical or chemical anchors directly into the slab<\/td>\n<td>Highest<\/td>\n<td>Highest \u2014 25+ year design life<\/td>\n<\/tr>\n<tr>\n<td>Asphalt \/ bituminous hardstanding<\/td>\n<td>Existing car parks and tennis courts, permit-restricted sites<\/td>\n<td>Steel plate base, or concrete pads cast at post positions<\/td>\n<td>Medium<\/td>\n<td>Good, with thermal creep risk in hot climates<\/td>\n<\/tr>\n<tr>\n<td>Permeable (pervious) concrete<\/td>\n<td>Sites with surface-water drainage (SuDS) restrictions<\/td>\n<td>Anchors into a structural perimeter ring beam<\/td>\n<td>Medium-high<\/td>\n<td>Good; lower point-load capacity than normal concrete<\/td>\n<\/tr>\n<tr>\n<td>Stabilised compacted ground \/ clay<\/td>\n<td>Temporary, seasonal or event courts<\/td>\n<td>Steel plate base only \u2014 never direct anchors<\/td>\n<td>Lowest<\/td>\n<td>Lowest \u2014 expect settlement and re-levelling<\/td>\n<\/tr>\n<tr>\n<td>Floating platform \/ pontoon deck<\/td>\n<td>Resorts, marinas, promotional events<\/td>\n<td>Steel plate base bolted to a designed deck<\/td>\n<td>Project-specific<\/td>\n<td>Depends entirely on the naval structure<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>The rest of this article works through each type in turn, because the padel court foundation requirements change substantially depending on which one you pick.<\/p>\n<h2 id=\"concrete\">Why Is Reinforced Concrete the Default Padel Court Foundation?<\/h2>\n<p><strong>Because it is the only base that delivers all three requirements at once: a surface flat enough for the glass to line up, dimensional stability over decades, and direct anchoring without an intermediate system.<\/strong> For a permanent club, reinforced concrete is the specification I recommend in nearly every climate.<\/p>\n<figure class=\"wp-block-image size-large\"><img fetchpriority=\"high\" decoding=\"async\" src=\"https:\/\/panocourt.com\/wp-content\/uploads\/2026\/09\/padel-court-foundation-requirements-site-excavation.jpg\" alt=\"Excavator stripping topsoil to meet padel court foundation requirements before the slab is poured\" width=\"1500\" height=\"1125\" \/><figcaption>Padel court foundation requirements start below the surface: topsoil, roots and vegetation are stripped and the platform is cut to level before any sub-base goes down.<\/figcaption><\/figure>\n<h3>The slab specification we issue<\/h3>\n<ul>\n<li><strong>Slab thickness:<\/strong> 120\u2013150 mm reinforced concrete over a competent, prepared sub-base. Our standard foundation drawing shows a 150 mm slab across a 20,800 \u00d7 10,800 mm footprint.<\/li>\n<li><strong>Heavy-duty detail for weak subgrade:<\/strong> 150 mm compacted plain soil layer (compaction \u2265 90%), 300 mm lime-soil base course at a 3:7 lime-to-soil ratio (compaction \u2265 95%), then a 200 mm C30 ready-mix slab with 8 mm BRC mesh, pumped and vibrated. This is the detail we issue where the geotechnical report is poor or unavailable.<\/li>\n<li><strong>Slab footprint:<\/strong> the concrete should extend 500 mm beyond the inner court line on every side \u2014 an 11 m \u00d7 21 m pour for a single 10 \u00d7 20 m court. That margin is what gives anchor bolts adequate edge distance.<\/li>\n<li><strong>Concrete cube testing:<\/strong> results verified at 28 days, with a minimum curing period of 28 days before the court is loaded.<\/li>\n<li><strong>Flatness:<\/strong> we check with a 3 m straightedge during the pour (\u2264 3 mm), then accept against the 2 m straightedge \/ 3 mm \/ 14-point rule before glass goes up.<\/li>\n<li><strong>Joints:<\/strong> stress-relief cuts sawn 2\u20133 days after pouring, 70\u201380 mm deep and 3\u20135 mm wide, cleaned and filled with an elastic sealant so water cannot enter.<\/li>\n<li><strong>Curing:<\/strong> start within 12\u201318 hours of the pour, cover with film, keep moist for no less than 14 days, and keep vehicles off the slab entirely.<\/li>\n<\/ul>\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" src=\"https:\/\/panocourt.com\/wp-content\/uploads\/2026\/09\/padel-court-foundation-requirements-aggregate-sub-base.jpg\" alt=\"Compacted aggregate sub-base laid to padel court foundation requirements before the concrete slab\" width=\"1500\" height=\"843\" \/><figcaption>The compacted aggregate sub-base carries the slab. Layer thickness, compaction rate and moisture control at this stage decide whether the finished court holds its 3 mm flatness tolerance.<\/figcaption><\/figure>\n<h3>The slope arithmetic, done properly<\/h3>\n<p>This is where most disputes start, because people quote a percentage without saying which direction it runs in. Outdoors the fall should run from one side line toward the opposite side line, on a single plane, at no more than 0.5%. Indoors the limit is 0.3%. Converted into millimetres of fall, the padel court drainage slope works out like this:<\/p>\n<table>\n<thead>\n<tr>\n<th>Direction and span<\/th>\n<th>At 0.3%<\/th>\n<th>At 0.5%<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Across the 20 m span<\/td>\n<td>60 mm total fall<\/td>\n<td>100 mm total fall<\/td>\n<\/tr>\n<tr>\n<td>Across the 10 m span<\/td>\n<td>30 mm total fall<\/td>\n<td>50 mm total fall<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Our foundation drawing specifies a 60 mm fall. Over the 20 m direction that is 0.3% \u2014 comfortably inside the 0.5% outdoor ceiling, and exactly at the indoor limit, which is why the same detail works for both. On an indoor court we tighten it further in practice, because a floor that is level to the eye still drains if the plane is true.<\/p>\n<p>Two rules that experienced <strong>padel court construction<\/strong> teams never break: the court must sit on <em>one<\/em> plane, not a crowned or valleyed surface, and drainage channels sit outside the 2 m safety area, never in the run-off path where players land.<\/p>\n<h3>Where concrete is strong and where it hurts<\/h3>\n<table>\n<thead>\n<tr>\n<th>Criterion<\/th>\n<th>Reinforced concrete verdict<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Structural stability<\/td>\n<td>Best in class; holds anchor pull-out and overturning loads without any intermediate system<\/td>\n<\/tr>\n<tr>\n<td>Construction cost<\/td>\n<td>Highest of the practical options; dominated by local concrete, steel and labour rates<\/td>\n<\/tr>\n<tr>\n<td>Programme<\/td>\n<td>Slowest \u2014 28 days of curing before installation can start<\/td>\n<\/tr>\n<tr>\n<td>Reversibility<\/td>\n<td>None. The slab stays when the court leaves<\/td>\n<\/tr>\n<tr>\n<td>Permitting<\/td>\n<td>The hardest to approve in Europe on greenfield or drainage-sensitive plots<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h3>PanoCourt expert insight: what to do when concrete is not allowed<\/h3>\n<p>A growing number of European municipalities will not permit a new impermeable reinforced concrete slab \u2014 on surface-water drainage grounds, on temporary-use planning conditions, or because the plot is leased. I now see this on roughly one in five European enquiries, and builders often lose the project because they assume no slab means no court.<\/p>\n<p>It does not. On those sites we specify a hardened asphalt surface plus our <strong>PANO PA-C01 steel plate mobile base system<\/strong> \u2014 26 plates at 2,000 \u00d7 500 \u00d7 14 mm, roughly 3.7 tonnes per set, double-layer powder coated. The base spreads the frame&#8217;s point loads across the surface so the court is stable without a single anchor drilled into the ground. It also solves three commercial problems at once: the court is portable, it can be dismantled and re-erected repeatedly as leases or events change, and the site can be returned to its original condition. We run this system on our own event courts, and a trained four-person crew installs or dismantles one in a single working day.<\/p>\n<h2 id=\"asphalt\">When Is an Asphalt Base the Right Choice for a Padel Court?<\/h2>\n<p><strong>Choose asphalt when you already have a hardstanding, when planning blocks new concrete, or when the court may need to move.<\/strong> Converting an existing car park or disused tennis court to padel is the fastest and cheapest route to a playable court, and it is the route most conversion-driven <strong>padel court builders<\/strong> should be quoting more often.<\/p>\n<ul>\n<li><strong>Build-up:<\/strong> a compacted granular sub-base, a bituminous base course and a wearing course, laid to the same single-plane fall of no more than 0.5% outdoors.<\/li>\n<li><strong>Anchoring:<\/strong> asphalt will not hold a standard expansion anchor. Either cast small reinforced concrete pads at each post position, or use a steel plate base that transfers load by bearing rather than by pull-out.<\/li>\n<li><strong>Surface tolerance:<\/strong> achievable, but harder than concrete. Insist on a laser screed and check the 2 m straightedge result before ordering glass.<\/li>\n<li><strong>Climate limit:<\/strong> in sustained temperatures above roughly 40 \u00b0C, asphalt creeps under concentrated point loads. A steel plate base is not optional there \u2014 it is what stops posts punching in.<\/li>\n<li><strong>Existing surfaces:<\/strong> a sound old tennis court is often usable, but cracked, rutted or delaminated asphalt must be planed and re-laid, not overlaid.<\/li>\n<\/ul>\n<p>On an existing surface, the padel court foundation requirements reduce to two questions: is the plane within tolerance, and can it carry the reactions we supply? A dynamic cone penetrometer test and a straightedge survey answer both in an afternoon.<\/p>\n<h2 id=\"clay\">Can You Build a Padel Court on Clay or Compacted Ground?<\/h2>\n<p><strong>Only as a sub-base \u2014 never as the layer that carries the anchors.<\/strong> Compacted clay, red soil and granular fill are legitimate foundation layers underneath concrete or asphalt. As a finished playing base they are suitable only for temporary, seasonal or event courts, and only with a steel plate base on top.<\/p>\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" src=\"https:\/\/panocourt.com\/wp-content\/uploads\/2026\/09\/padel-court-foundation-requirements-geotextile-geogrid.jpg\" alt=\"Geotextile and geogrid over soft subgrade, a common answer to padel court foundation requirements on weak ground\" width=\"1500\" height=\"1125\" \/><figcaption>On soft or wet subgrade, a geotextile separator and geogrid are laid before the aggregate. They stop the stone punching into the clay and keep the platform stable under compaction plant.<\/figcaption><\/figure>\n<p>The material control for a stabilised sub-base is strict, and the numbers below come from our own construction specification:<\/p>\n<ul>\n<li><strong>Soil selection:<\/strong> well-graded plain soil, organic matter content no more than 5%. Silt, frozen soil and expansive clay are excluded outright \u2014 expansive soils move seasonally with moisture, and no amount of compaction fixes that.<\/li>\n<li><strong>Moisture control:<\/strong> hold the soil within \u00b12% of optimum moisture content. The field test is simple: the soil should form a ball when squeezed and break apart when dropped.<\/li>\n<li><strong>Lime stabilisation:<\/strong> clay or silty clay with particles \u2264 15 mm, mixed with fully slaked hydrated lime (particles \u2264 5 mm, CaO + MgO \u2265 80%) at 3:7, turned two to three times until the colour is uniform, then paved and compacted immediately.<\/li>\n<li><strong>Compaction:<\/strong> plain soil layer 150 \u00b1 10 mm per 3 m with compaction \u2265 90%; lime-soil base 300 \u00b1 10 mm per 3 m with compaction \u2265 95%. Overlap each roller pass by one third and compact four to six times.<\/li>\n<li><strong>Verification:<\/strong> dynamic cone penetrometer at \u2264 5 mm per blow indicates compaction above 90%; a steel chisel driven in should not penetrate more than 50 mm.<\/li>\n<\/ul>\n<p>If your project genuinely has to sit on a compacted platform \u2014 a beach club, a seasonal resort court, a promotional installation \u2014 accept the trade-off honestly. You will re-level the base periodically, the playing surface will not hold 3 mm tolerance for years, and the court has to be a mobile system on a steel plate base. It is a valid product; it is not a permanent club foundation.<\/p>\n<h2 id=\"floating\">Can a Padel Court Be Installed on a Floating Platform Over Water?<\/h2>\n<p><strong>Yes, and we have supplied courts for it \u2014 but a floating court is a marine engineering project, not a foundation choice.<\/strong> The deck replaces the slab, and everything the slab would have done must be designed into the pontoon structure by a naval architect or marine engineer.<\/p>\n<ul>\n<li><strong>Flatness under live load:<\/strong> the deck must hold the same single-plane, 3 mm \/ 2 m tolerance while players are moving on it. A deck that is flat empty and flexes under load will not keep glass panels aligned.<\/li>\n<li><strong>Point loads:<\/strong> our steel plate base spreads frame loads across the deck, but the deck itself must be designed for those bearing pressures and for the concentrated reactions at each post line.<\/li>\n<li><strong>Wind:<\/strong> a padel court is a large partially-enclosed wind catcher. On land, wind uplift resolves into anchors; on water, it resolves into buoyancy, ballast, heel and mooring. Our standard panoramic structure is verified to a wind pressure basis of 0.68 kN\/m\u00b2 under our enterprise standard Q\/PANO 01S-2019 \u2014 read our <a href=\"https:\/\/panocourt.com\/padel-court-wind-load\/\">padel court wind load<\/a> guide for the full method, and give that figure to your marine engineer as an input, not as an answer.<\/li>\n<li><strong>Corrosion:<\/strong> permanent marine exposure changes the steel specification. Thicker wall sections and a heavier zinc route are required, not the standard outdoor build.<\/li>\n<\/ul>\n<p>We supply base plate geometry, reactions and the court structure. Buoyancy, stability, mooring and public-safety certification belong to the marine engineer on your side.<\/p>\n<h2 id=\"anchors\">How Do Foundation Type and Anchoring Work Together on a Padel Court?<\/h2>\n<p><strong>The foundation only matters because something has to be bolted to it.<\/strong> The standard fixing for a concrete slab is a 150 mm mechanical anchor bolt: 120 mm drilled and set into the concrete, 30 mm left above the surface for the base plate, washer and nut. That single dimension drives most of the slab decision.<\/p>\n<h3>Mechanical padel court anchor bolts versus chemical anchors<\/h3>\n<table>\n<thead>\n<tr>\n<th>Factor<\/th>\n<th>Mechanical expansion anchor (standard)<\/th>\n<th>Chemical \/ resin anchor<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Typical geometry<\/td>\n<td>150 mm bolt, 120 mm embedment, 30 mm exposed<\/td>\n<td>Embedment set by the anchor manufacturer&#8217;s data<\/td>\n<\/tr>\n<tr>\n<td>Load capacity<\/td>\n<td>Sufficient for standard wind exposure on a sound slab<\/td>\n<td>Higher, especially in tension and near slab edges<\/td>\n<\/tr>\n<tr>\n<td>Cracked concrete<\/td>\n<td>Sensitive to cracks and edge distance<\/td>\n<td>Performs better in cracked or lower-grade concrete<\/td>\n<\/tr>\n<tr>\n<td>Removable<\/td>\n<td>Yes \u2014 the court can be dismantled and relocated<\/td>\n<td>No. Permanent fixing<\/td>\n<\/tr>\n<tr>\n<td>Best used for<\/td>\n<td>Most club installations on a 150\u2013200 mm slab<\/td>\n<td>High wind zones, coastal sites, canopy-loaded frames, thin or marginal slabs<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h3>The embedment trap on thin slabs<\/h3>\n<p>With a 120 mm embedment, a 150 mm slab leaves only 30 mm of concrete below the anchor. That works when the slab is properly reinforced, well cured and the anchor is nowhere near an edge or a joint \u2014 and it is exactly why we extend the pour 500 mm beyond the court line. On a 120 mm slab, or anywhere the anchor lands within about 120 mm of a free edge or a saw cut, the anchor has to be re-checked against the supplier&#8217;s technical data, or upgraded to a chemical anchor, or the slab has to be thickened locally. Do not resolve this on site with a longer drill bit.<\/p>\n<h3>Set out from the flange plate drawing, not from the court dimensions<\/h3>\n<p>This is the mistake that costs projects a week. Anchor positions do not sit on the nominal <strong>padel court dimensions<\/strong> of 20 \u00d7 10 m. On our standard panoramic court the flange plate grid measures 20,112 \u00d7 10,498 mm, with a 6,025 mm module between post lines along the base line. Set out from the <strong>padel court installation drawings<\/strong> we issue, verify with a steel tape under tension or an optical distance meter, and confirm the diagonal before a single hole is drilled. The permissible dimensional error is \u00b10.3% \u2014 that is \u00b160 mm on the 20 m length, \u00b130 mm on the 10 m width, and \u00b167 mm on the 22.36 m diagonal, measured to the outer edge of the line.<\/p>\n<p>After installation, we check the frame against our enterprise standard: installed straightness within 50 mm, verticality within 1\/100, wall verticality within \u00b110 mm over any 2 m height. Re-torque the anchors after the first month of play; that first check catches nearly every loose fixing a court will ever have.<\/p>\n<h2 id=\"interface\">Who Is Responsible for What in Padel Court Foundation Requirements?<\/h2>\n<p><strong>Three parties, three scopes \u2014 and the disputes I see always come from one of them assuming another has covered something.<\/strong> As an <strong>OEM padel court manufacturer<\/strong> we supply product data and reactions. We cannot design your foundation, because we have never stood on your site and we are not licensed in your jurisdiction. The table below is the interface we hand to main contractors before the first drawing is issued.<\/p>\n<table>\n<thead>\n<tr>\n<th>Item<\/th>\n<th>Manufacturer inputs (PanoCourt supplies)<\/th>\n<th>Project engineering required<\/th>\n<th>Local professional responsibility<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Setting-out and anchor coordinates<\/td>\n<td>Court setting-out drawing, flange plate layout (20,112 \u00d7 10,498 mm grid, 6,025 mm module), base plate size and hole pattern<\/td>\n<td>Transfer the grid onto the site datum; check clearance to slab edges, joints and the 2 m safety area<\/td>\n<td>Licensed surveyor sets out and records as-built coordinates<\/td>\n<\/tr>\n<tr>\n<td>Design reactions at each base plate<\/td>\n<td>Vertical, horizontal and uplift reaction schedule per post, stated with the wind pressure basis used (0.68 kN\/m\u00b2 under Q\/PANO 01S-2019) and the frame test loads (1,500 N horizontal at 2,000 mm on a column; 1,500 N downward on the panoramic top beam)<\/td>\n<td>Re-derive the governing case for the site: a <strong>padel court wind load calculation<\/strong> to the local code (EN 1991-1-4, ASCE 7 or AS\/NZS 1170.2), terrain category, exposure, altitude and any canopy<\/td>\n<td>Structural engineer signs off the slab and anchorage design for the site-specific loads<\/td>\n<\/tr>\n<tr>\n<td>Load assumptions declared<\/td>\n<td>Frame self-weight, glass panel weight, distribution of load along the post lines, whether a canopy or lighting mast is included<\/td>\n<td>Combination factors, partial safety factors, seismic case if applicable, snow case for roofed courts<\/td>\n<td>Engineer of record accepts or rejects the assumptions in writing<\/td>\n<\/tr>\n<tr>\n<td>Slab thickness, concrete grade and reinforcement<\/td>\n<td>Recommended minimum (120\u2013150 mm reinforced slab; 200 mm C30 with 8 mm BRC mesh over a 300 mm lime-soil base for weak subgrade) \u2014 a recommendation, not a design<\/td>\n<td>Geotechnical report, CBR or bearing capacity, frost depth, water table, expansive soil check, slab reinforcement design<\/td>\n<td>Civil \/ structural engineer specifies; contractor pours and provides 28-day cube results<\/td>\n<\/tr>\n<tr>\n<td>Anchor type and embedment<\/td>\n<td>Standard 150 mm anchor bolt (120 mm embedment, 30 mm exposed) or chemical anchor option, with base plate hole diameter<\/td>\n<td>Anchor design to the local approval route (e.g. EOTA \/ ETA data), cracked-versus-uncracked concrete assumption, edge distance and spacing check<\/td>\n<td>Installer drills, sets and torques to the specified value; records retained for handover<\/td>\n<\/tr>\n<tr>\n<td>Surface tolerance and levelness<\/td>\n<td>Required flatness (\u2264 3 mm under a 2 m straightedge) and the single-plane requirement<\/td>\n<td>Acceptance test plan: at least 14 points, \u2265 85% pass rate, no failing point above 4 mm<\/td>\n<td>Contractor achieves it; client&#8217;s engineer or QS signs the survey off before glass is delivered<\/td>\n<\/tr>\n<tr>\n<td>Slope and drainage<\/td>\n<td>Permitted fall and direction (single plane, \u2264 0.5% outdoor, \u2264 0.3% indoor; 60 mm over the 20 m span in our standard detail)<\/td>\n<td>Falls to a perimeter channel outside the safety area, outfall sizing, storm return period, sub-surface drainage where the water table is high<\/td>\n<td>Drainage engineer designs; local authority approves the discharge<\/td>\n<\/tr>\n<tr>\n<td>Site inputs we need from you<\/td>\n<td>\u2014<\/td>\n<td>Plot dimensions and orientation, indoor or outdoor, wind region, existing surface type and condition, geotechnical data, access for a 40 ft container<\/td>\n<td>Client and main contractor provide, verify and keep current<\/td>\n<\/tr>\n<tr>\n<td>Ducting, earthing and lighting bases<\/td>\n<td>Lighting mast base positions and loads, cable entry points<\/td>\n<td>Conduit routes cast into the slab before the pour, earthing and lightning protection design<\/td>\n<td>Licensed electrician installs and certifies to local code<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Read that table as a contract annex, not as advice. Every project we ship carries a written note that the foundation design must be reviewed and approved by a licensed engineer in the country of installation. Our <a href=\"https:\/\/panocourt.com\/padel-court-certification-australia\/\">certification guide for Australia<\/a> shows how that split works under a strict regulatory regime.<\/p>\n<h2 id=\"cost\">What Does Each Padel Court Foundation Cost, and How Stable Is It?<\/h2>\n<p><strong>A reinforced concrete foundation for one 20.9 \u00d7 10.9 m court costs around USD 20,000 in New Zealand \u2014 roughly USD 88 per square metre over a 228 m\u00b2 slab.<\/strong> That figure is the reference point our New Zealand and Australian clients work from, and it is local civil work: excavation, sub-base, mesh, ready-mix, pumping, power floating, saw cutting and curing. It is not part of the court supply.<\/p>\n<table>\n<thead>\n<tr>\n<th>Foundation route<\/th>\n<th>Indicative cost vs. concrete<\/th>\n<th>Programme<\/th>\n<th>Stability<\/th>\n<th>Re-deployable<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Reinforced concrete slab<\/td>\n<td>100% (baseline, ~USD 20,000 per court in New Zealand)<\/td>\n<td>Longest \u2014 28 days curing<\/td>\n<td>Highest<\/td>\n<td>No<\/td>\n<\/tr>\n<tr>\n<td>New asphalt + steel plate base<\/td>\n<td>Roughly 55\u201370% of the concrete civil cost, plus the steel base package<\/td>\n<td>Days, not weeks<\/td>\n<td>Good; watch thermal creep<\/td>\n<td>Yes<\/td>\n<\/tr>\n<tr>\n<td>Existing hardstanding + steel plate base<\/td>\n<td>Lowest total \u2014 surface repair only, plus the steel base package<\/td>\n<td>Shortest<\/td>\n<td>Depends on the existing surface<\/td>\n<td>Yes<\/td>\n<\/tr>\n<tr>\n<td>Permeable concrete + ring beam<\/td>\n<td>Comparable to concrete, sometimes higher<\/td>\n<td>Similar to concrete<\/td>\n<td>Good<\/td>\n<td>No<\/td>\n<\/tr>\n<tr>\n<td>Stabilised compacted ground + steel base<\/td>\n<td>Lowest civil cost, highest maintenance<\/td>\n<td>Shortest<\/td>\n<td>Lowest<\/td>\n<td>Yes<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/panocourt.com\/wp-content\/uploads\/2026\/09\/padel-court-foundation-requirements-compacted-platform.jpg\" alt=\"Graded and compacted platform built to padel court foundation requirements, ready for the concrete pour\" width=\"1500\" height=\"843\" \/><figcaption>The finished platform, graded and compacted to the court footprint. Everything up to this point is local civil work priced by local contractors, not part of the court supply.<\/figcaption><\/figure>\n<p>Here is the decision logic I give investors, in plain terms. If your soil and your permit allow reinforced concrete, build it \u2014 the padel court construction cost is highest at day one and lowest over twenty years. If concrete is ruled out, you still need a hardened asphalt surface, and you then add the cost of a steel plate base package on top. That combination normally still lands below a full reinforced concrete foundation, and it buys you portability that concrete can never give back.<\/p>\n<p>Local rates move these numbers hard. Concrete and labour in New Zealand, Australia and Northern Europe run well above Southeast Asia, the Gulf and Latin America. Get three local quotes on the same drawing before you set the project budget; our <a href=\"https:\/\/panocourt.com\/china-padel-court-factory-cost\/\">landed cost breakdown<\/a> and <a href=\"https:\/\/panocourt.com\/commercial-padel-court-cost-fob-cif-dap-ddp\/\">Incoterms guide<\/a> cover the equipment side of the same budget.<\/p>\n<h2 id=\"deliverables\">What Should You Send Us Before the Slab Is Poured?<\/h2>\n<p><strong>Five inputs, and we can issue foundation drawings within a few working days.<\/strong> Send the plot dimensions and orientation, whether the court is indoor or outdoor, the existing surface type and condition, the wind region or local design code, and any geotechnical data you already hold.<\/p>\n<p>What comes back: the court setting-out drawing, the flange plate and anchor coordinate drawing, the base plate reaction schedule, the anchor schedule, and the full installation manual \u2014 the package your engineer needs to complete the design and your contractor needs to pour. We produce these for our own models and as an OEM padel court manufacturer for partner brands, and we issue them before the deposit stage on serious projects, because a foundation poured wrong is far more expensive than a drawing issued early. Production runs 25\u201330 days from confirmed deposit, so the slab and the container can be programmed to land together.<\/p>\n<h2 id=\"faq\">Padel Court Foundation Requirements: Frequently Asked Questions<\/h2>\n<h3>Does a padel court foundation need a perimeter ring beam?<\/h3>\n<p>Not always. A full-area reinforced slab of 150 mm or more, extended 500 mm beyond the court line, carries the frame without a separate ring beam. A perimeter ring beam becomes necessary when the slab is thin, when the infill inside the court area is a cheaper permeable or granular build-up, or when frost depth requires the perimeter to be founded lower than the slab.<\/p>\n<h3>Which types of padel court foundation actually use a ring beam?<\/h3>\n<p>Three cases. Permeable or pervious concrete builds, where the anchors need a solid structural line to bite into. Cold-climate builds, where the perimeter must sit below the frost line while the interior does not. And hybrid builds where a reinforced perimeter beam carries the frame and the court interior is a thinner or non-structural layer under the turf.<\/p>\n<h3>What is the main purpose of a ring beam?<\/h3>\n<p>It gives the frame a continuous, stiff, accurately levelled line to be anchored into. That does four things: it carries the line load from the post feet, it controls differential settlement between the perimeter and the interior, it guarantees adequate concrete edge distance for the anchor bolts, and it protects the slab edge from spalling where the posts are loaded in wind.<\/p>\n<h3>How much does a reinforced concrete padel court foundation cost in New Zealand?<\/h3>\n<p>Budget around USD 20,000 for a single 20.9 \u00d7 10.9 m court, or roughly USD 88 per square metre across the 228 m\u00b2 slab. That covers excavation, sub-base, mesh, ready-mix concrete, pumping, power floating, saw cutting and curing at New Zealand civil rates. Drainage connections, lighting foundations and site access works are additional.<\/p>\n<h3>How thick should a padel court concrete slab be?<\/h3>\n<p>120\u2013150 mm of reinforced concrete over a competent prepared sub-base is the normal specification, and 150 mm is what our standard drawing shows. Where the subgrade is weak or untested, we specify 200 mm of C30 with 8 mm BRC mesh over a 300 mm lime-soil base course. Final thickness is your engineer&#8217;s call, based on the geotechnical report.<\/p>\n<h3>What slope does an outdoor padel court need?<\/h3>\n<p>A single inclined plane falling from one side line toward the opposite side line, at no more than 0.5% outdoors and 0.3% indoors. In millimetres that is a maximum of 100 mm of fall across a 20 m span at 0.5%, or 60 mm at 0.3%. Our standard foundation detail uses 60 mm, which satisfies both the outdoor and indoor limits.<\/p>\n<h3>How flat does the surface have to be before installation?<\/h3>\n<p>Under a 2 m straightedge, no depression may exceed 3 mm at any point. Acceptance testing takes at least 14 points spread across the court, with a pass rate of at least 85% and no failing point worse than 4 mm. Check this with a straightedge and feeler gauge before glass is delivered \u2014 correcting a slab afterwards is far more expensive.<\/p>\n<h3>How long must the concrete cure before the court is installed?<\/h3>\n<p>A minimum of 28 days, with wet curing starting 12\u201318 hours after the pour and maintained for at least 14 days under film. Saw the stress-relief joints 2\u20133 days after pouring, 70\u201380 mm deep, then seal them. Keep vehicles off the slab throughout. Installation crews arriving on green concrete is the most common programme failure we see.<\/p>\n<h3>Can I install a padel court on an existing tennis court?<\/h3>\n<p>Frequently, yes, and it is the cheapest route into padel. The existing asphalt or concrete must be sound, within the flatness tolerance, and large enough for a 20 \u00d7 10 m court plus the surrounding safety area. Cracked or rutted asphalt must be planed and re-laid rather than overlaid. On asphalt, use a steel plate base rather than direct anchors.<\/p>\n<h3>What anchor bolts are used, and can the court be removed later?<\/h3>\n<p>Standard padel court anchor bolts are 150 mm long, with 120 mm set into the concrete and 30 mm exposed for the base plate. Mechanical expansion anchors allow the court to be dismantled and relocated. Chemical anchors give higher load capacity, particularly near slab edges or in high wind zones, but they are permanent \u2014 the fixing cannot be removed cleanly.<\/p>\n<h2 id=\"conclusion\">Getting the Padel Court Foundation Requirements Right the First Time<\/h2>\n<p>Three things decide whether a padel court foundation is correct: the plane, the fall, and the anchorage. Reinforced concrete at 120\u2013150 mm gives you all three with the least argument and the longest life. Asphalt with a steel plate base gives you most of it, faster and cheaper, and keeps the court portable. Compacted ground and floating decks are legitimate for temporary and specialist projects, but only with a steel base and with the engineering done by someone licensed where you build.<\/p>\n<p>What none of these options tolerates is a slab poured before the anchor coordinates, reaction schedule and fall direction are on paper and signed off. Get the drawings first. The pour is the one part of a padel court project you cannot revise.<\/p>\n<p>If you are pricing a project, send us the plot dimensions, the existing surface and the local wind region, and we will issue the setting-out drawing, flange plate layout and reaction schedule for your engineer to work from. Related reading: our <a href=\"https:\/\/panocourt.com\/outdoor-padel-court-foundation\/\">outdoor foundation specification guide<\/a>, the <a href=\"https:\/\/panocourt.com\/outdoor-panoramic-padel-court-structure\/\">structural safety guide<\/a> with an interactive 3D frame model, and our comparison of <a href=\"https:\/\/panocourt.com\/padel-court-manufacturers\/\">padel court manufacturers<\/a>. For wider guidance on sports facility construction standards, the <a href=\"https:\/\/www.sapca.org.uk\/\" target=\"_blank\" rel=\"noopener\">Sports and Play Construction Association<\/a> and <a href=\"https:\/\/www.eota.eu\/\" target=\"_blank\" rel=\"noopener\">EOTA<\/a> anchor approvals are the reference points we work to.<\/p>\n<p><em>This article sets out manufacturer recommendations and published standard requirements. It is not a structural design. The foundation for your project must be designed and approved by a licensed engineer in the country of installation.<\/em><\/p>\n<style id=\"wpforms-css-vars-1263\">\n\t\t\t\t#wpforms-1263 {\n\t\t\t\t\n\t\t\t}\n\t\t\t<\/style><div class=\"wpforms-container wpforms-container-full wpforms-render-modern\" id=\"wpforms-1263\"><form id=\"wpforms-form-1263\" class=\"wpforms-validate wpforms-form wpforms-ajax-form\" data-formid=\"1263\" method=\"post\" enctype=\"multipart\/form-data\" action=\"\/id\/wp-json\/wp\/v2\/posts\/3590\" data-token=\"ecd77dea8de8888a8b9af916725e09c1\" data-token-time=\"1789743932\"><noscript class=\"wpforms-error-noscript\">Please enable JavaScript in your browser to complete this form.<\/noscript><div id=\"wpforms-error-noscript\" style=\"display: none;\">Please enable JavaScript in your browser to complete this form.<\/div><div class=\"wpforms-field-container\"><div id=\"wpforms-1263-field_0-container\" class=\"wpforms-field wpforms-field-name\" data-field-type=\"name\" data-field-id=\"0\"><label class=\"wpforms-field-label wpforms-label-hide\" for=\"wpforms-1263-field_0\" aria-hidden=\"false\">Name <span class=\"wpforms-required-label\" aria-hidden=\"true\">*<\/span><\/label><input type=\"text\" id=\"wpforms-1263-field_0\" class=\"wpforms-field-large wpforms-field-required\" name=\"wpforms[fields][0]\" placeholder=\"Full Name\" aria-errormessage=\"wpforms-1263-field_0-error\" required><\/div><div id=\"wpforms-1263-field_1-container\" class=\"wpforms-field wpforms-field-email\" data-field-type=\"email\" data-field-id=\"1\"><label class=\"wpforms-field-label wpforms-label-hide\" for=\"wpforms-1263-field_1\" aria-hidden=\"false\">Email <span class=\"wpforms-required-label\" aria-hidden=\"true\">*<\/span><\/label><input type=\"email\" id=\"wpforms-1263-field_1\" class=\"wpforms-field-large wpforms-field-required\" name=\"wpforms[fields][1]\" placeholder=\"Email Address\" spellcheck=\"false\" aria-errormessage=\"wpforms-1263-field_1-error\" required><\/div><div id=\"wpforms-1263-field_2-container\" class=\"wpforms-field wpforms-field-textarea\" data-field-type=\"textarea\" data-field-id=\"2\"><label class=\"wpforms-field-label wpforms-label-hide\" for=\"wpforms-1263-field_2\" aria-hidden=\"false\">Message<\/label><textarea id=\"wpforms-1263-field_2\" class=\"wpforms-field-medium\" name=\"wpforms[fields][2]\" placeholder=\"Message\" aria-errormessage=\"wpforms-1263-field_2-error\" ><\/textarea><\/div><\/div><!-- .wpforms-field-container --><div class=\"wpforms-submit-container\" ><input type=\"hidden\" name=\"wpforms[id]\" value=\"1263\"><input type=\"hidden\" name=\"page_title\" value=\"\"><input type=\"hidden\" name=\"page_url\" value=\"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/posts\/3590\"><input type=\"hidden\" name=\"url_referer\" value=\"\"><button type=\"submit\" name=\"wpforms[submit]\" id=\"wpforms-submit-1263\" class=\"wpforms-submit\" data-alt-text=\"Sending...\" data-submit-text=\"Submit\" aria-live=\"assertive\" value=\"wpforms-submit\">Submit<\/button><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/panocourt.com\/wp-content\/plugins\/wpforms\/assets\/images\/submit-spin.svg\" class=\"wpforms-submit-spinner\" style=\"display: none;\" width=\"26\" height=\"26\" alt=\"Loading\"><\/div><\/form><\/div>  <!-- .wpforms-container -->\n<p><script type=\"application\/ld+json\"><br \/>\n{\"@context\":\"https:\/\/schema.org\",\"@type\":\"FAQPage\",\"mainEntityOfPage\":{\"@type\":\"WebPage\",\"@id\":\"https:\/\/panocourt.com\/padel-court-foundation-requirements\/\"},\"mainEntity\":[<br \/>\n{\"@type\":\"Question\",\"name\":\"Does a padel court foundation need a perimeter ring beam?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Not always. A full-area reinforced slab of 150 mm or more, extended 500 mm beyond the court line, carries the frame without a separate ring beam. A perimeter ring beam becomes necessary when the slab is thin, when the infill inside the court area is a cheaper permeable or granular build-up, or when frost depth requires the perimeter to be founded lower than the slab.\"}},<br \/>\n{\"@type\":\"Question\",\"name\":\"Which types of padel court foundation actually use a ring beam?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Three cases. Permeable or pervious concrete builds, where the anchors need a solid structural line to bite into. Cold-climate builds, where the perimeter must sit below the frost line while the interior does not. 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In millimetres that is a maximum of 100 mm of fall across a 20 m span at 0.5%, or 60 mm at 0.3%. Our standard foundation detail uses 60 mm, which satisfies both the outdoor and indoor limits.\"}},<br \/>\n{\"@type\":\"Question\",\"name\":\"How flat does the surface have to be before installation?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Under a 2 m straightedge, no depression may exceed 3 mm at any point. Acceptance testing takes at least 14 points spread across the court, with a pass rate of at least 85% and no failing point worse than 4 mm. Check this with a straightedge and feeler gauge before glass is delivered, because correcting a slab afterwards is far more expensive.\"}},<br \/>\n{\"@type\":\"Question\",\"name\":\"How long must the concrete cure before the court is installed?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"A minimum of 28 days, with wet curing starting 12 to 18 hours after the pour and maintained for at least 14 days under film. Saw the stress-relief joints 2 to 3 days after pouring, 70 to 80 mm deep, then seal them. Keep vehicles off the slab throughout. Installation crews arriving on green concrete is the most common programme failure we see.\"}},<br \/>\n{\"@type\":\"Question\",\"name\":\"Can I install a padel court on an existing tennis court?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Frequently, yes, and it is the cheapest route into padel. The existing asphalt or concrete must be sound, within the flatness tolerance, and large enough for a 20 x 10 m court plus the surrounding safety area. Cracked or rutted asphalt must be planed and re-laid rather than overlaid. 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Chemical anchors give higher load capacity, particularly near slab edges or in high wind zones, but they are permanent and the fixing cannot be removed cleanly.\"}}<br \/>\n]}<br \/>\n<\/script><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Padel court foundation requirements explained by a manufacturer: reinforced concrete, asphalt, permeable concrete, compacted clay and floating bases compared, with slab thickness, drainage slope arithmetic, anchor bolt embedment, cost benchmarks and a manufacturer \/ project engineering \/ local professional responsibility table.<\/p>","protected":false},"author":1,"featured_media":3601,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[44],"tags":[],"class_list":["post-3590","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-panoramic"],"_links":{"self":[{"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/posts\/3590","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/comments?post=3590"}],"version-history":[{"count":8,"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/posts\/3590\/revisions"}],"predecessor-version":[{"id":3604,"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/posts\/3590\/revisions\/3604"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/media\/3601"}],"wp:attachment":[{"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/media?parent=3590"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/categories?post=3590"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/panocourt.com\/id\/wp-json\/wp\/v2\/tags?post=3590"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}