# Japanese Foundation Rules: Depth, Concrete & Rebar Cover

Japan's strip-footing dimensions — embedment ≥240 mm, base slab ≥150 mm thick, stem ≥300 mm high and ≥120 mm thick — from MLIT Notification No. 1347/2000, plus concrete strength (≥12 N/mm²) and rebar cover (20–60 mm) from the Enforcement Order.

- Canonical HTML: https://www.chippy.tools/building-codes/jp/footings/footing-depth-and-concrete/
- Publisher: Chippy Tools
- Updated: 2026-09-06
- Market: jp
- Code edition / reference: Building Standard Law Enforcement Order (施行令), Art. 38, 74, 79; MLIT Notification No. 1347/2000 (平成12年建設省告示第1347号)
- References: JP BSL Order


## The requirement

These sizes describe the notice’s stated foundation method. Check the soil and building scope first. Order Art. 38(4) provides a separate route through structural calculations; this is not the only possible design.

In Japan, a strip footing (布基礎) must go at least **240 mm** into the ground. The base slab must be at least 150 mm thick. The stem must stand at least 300 mm above ground and be at least 120 mm thick. Those figures come from **MLIT Notification No. 1347/2000**, §一・4, not from the Law itself.

Here is the rule chain. The **Building Standard Law** and its Enforcement Order cover foundations in Article 38. Art. 38 §1 only sets a duty. A foundation must pass the building’s loads and forces safely into the ground. It must also stay safe against settlement or deformation of the ground. §3 then hands the structural method, and the actual numbers, to an MLIT Notification (告示). Which one applies depends on the building and the ground. For an ordinary strip footing, that is **Notification No. 1347/2000** (平成12年建設省告示第1347号), §一・4. It fixes these minimums:

| Dimension                                   | Minimum                                                                                                 | Clause                   |
|---------------------------------------------|---------------------------------------------------------------------------------------------------------|--------------------------|
| Embedment depth (根入れの深さ)                    | **≥ 240 mm**                                                                                            | §一・4・一                   |
| Base-slab thickness (底盤の厚さ)                 | **≥ 150 mm**                                                                                            | §一・4・一                   |
| Stem/upstand height above ground (立上り部分の高さ) | **≥ 300 mm**                                                                                            | §一・3・三 (carried into §4) |
| Stem/upstand thickness (立上り部分の厚さ)           | **≥ 120 mm**                                                                                            | §一・3・三 (carried into §4) |
| Base-slab width (底盤の幅)                      | **table-driven, roughly 180–600 mm** by ground bearing capacity, building weight class and storey count | §一・4・二                   |

Four of those rows are flat minimums. Base slab width is the odd one out. No single figure sets it. You read it off a table in the Notification. The table keys off your ground’s bearing capacity, the building’s weight class, and the storey count.

**Diagram labels:** 1; 2; ≥ 240 mm

MLIT Notification No. 1347/2000, §一・4

1. 1 footing
2. 2 ground

**Frost protection is part of the national notice too.** Notification 1347 requires frost-depth checks within its foundation route. The depth depends on the site; it is not one national number. Confirm the ground conditions and the notice’s exceptions with the designer. [Fukushima’s official guidance](https://www.pref.fukushima.lg.jp/sec/41065b/toketusindo.html) explains that link and why a single regional value may not be available.

**The concrete.** Reinforced concrete needs a 4-week compressive strength of at least **12 N/mm²** (12 MPa) with normal aggregate. With lightweight aggregate the floor is at least **9 N/mm²**. That is Enforcement Order Art. 74 §1, item 1; item 2 also requires the design-strength check. It covers RC footings, even under a timber house. It is only the legal floor. Your engineer sets the real design strength for the job, above that floor.

**Rebar cover is tiered by member, not one number.** Art. 79 §1 sets:

| Member                                                           | Min. cover |
|------------------------------------------------------------------|------------|
| Non-bearing wall or floor                                        | **20 mm**  |
| Bearing wall, column or beam                                     | **30 mm**  |
| Soil-contact walls, columns, floors or beams; strip-footing stem | **40 mm**  |
| Footing base itself (excl. upstand & blinding layer)             | **60 mm**  |

Art. 79(2) also allows specified or approved alternatives with equivalent durability and strength. Do not select cover from this short table alone.

## Work out the concrete volume

Use the **concrete sizes on the approved plan**. Embedment is the depth from ground level to the base of the footing. It is not the thickness of concrete to pour. A strip, wall and trench fill each have their own shape. Work out each part on its own. Where parts meet, count that concrete once.

This example uses a straight concrete strip with the same size all along:

- Total concrete length: **30 m**.
- Concrete width: **0.45 m**.
- Concrete thickness, measured from its top to its underside: **0.5 m**.

These are example sizes, **not code limits or a footing design**. Check the shape and size on the plans. Then check how deep the base must sit. It must meet the soil and frost rules for the site.

Volume = length × concrete width × concrete thickness.

**30 × 0.45 × 0.5 = 6.75 m³**.

That is the volume before any extra for waste or uneven ground. Measure the trench or forms. Agree the extra amount and final order with the supplier. The tool does the sum. It does not choose safe footing sizes.

## Do it in 5 seconds

## Related

- Part of the [Japanese building-rules hub](https://www.chippy.tools/building-codes/jp/). One national Law, its Enforcement Order, and the calculators that solve it.
- Setting out the stairs on the same build? See [Japanese stair rules](https://www.chippy.tools/building-codes/jp/stairs/stair-and-guard-requirements/).

## Sources

- **Building Standard Law Enforcement Order (建築基準法施行令)**, Art. 38 (foundation general duty and delegation to MLIT Notification), Art. 74 §1 (concrete strength), Art. 79 §1 (rebar cover, tiered by member). Read the current consolidated text at [laws.e-gov.go.jp](https://laws.e-gov.go.jp/law/325CO0000000338).
- **MLIT Notification No. 1347/2000** (建設省告示第千三百四十七号, 平成12年5月23日; 建築物の基礎の構造方法及び構造計算の基準を定める件), §一・3–4 — strip-footing embedment, base-slab thickness, stem height and thickness, and the base-slab-width table, issued under Enforcement Order Art. 38 §3. Read MLIT’s own hosted copy at [mlit.go.jp](https://www.mlit.go.jp/notice/noticedata/pdf/201703/00006441.pdf).

**Read this first.** Japan’s Building Standard Law and Enforcement Order are a single, continuously-amended text, checked here as of 29 July 2026 at the official [e-Gov](https://laws.e-gov.go.jp/) law database. Foundation depth, stem height/thickness and base-slab thickness are fixed **not by the Law or Order themselves, but by the MLIT Notification they delegate to** — MLIT Notification No. 1347/2000, read directly against its own primary text for this page. Base-slab **width** stays genuinely table-driven, not a single mm figure. The national notice includes frost protection; the depth needs site data and any local requirements. Always confirm the current text at [laws.e-gov.go.jp](https://laws.e-gov.go.jp/) or [mlit.go.jp](https://www.mlit.go.jp/), and get your ground properly assessed by a structural engineer, before you dig.


This page is general information for tradespeople and is not compliance, engineering or legal advice. Requirements are subject to state and territory variations and adoption timing. Always confirm requirements with your building certifier and relevant state authority.


## Frequently asked questions

### Is there a minimum foundation depth set in Japan's Building Standard Law?

Not in the Enforcement Order itself. Art. 38 §1 just says a foundation must carry loads safely to the ground and resist settlement or deformation. §3 hands the numbers to an MLIT Notification. That Notification, No. 1347/2000, does fix one: a strip footing needs at least 240 mm of embedment (§一・4・一).

### What about frost depth?

Notification 1347 includes a frost-depth requirement within its foundation route. The actual depth depends on site conditions, with exceptions to check. The national duty and local ground information work together; frost protection is not solely a local ordinance.

### What concrete strength is required?

The floor is a 4-week compressive strength of at least 12 N/mm² with normal aggregate, or at least 9 N/mm² with lightweight aggregate (Enforcement Order Art. 74 §1, items 1–2). It covers reinforced concrete, so RC footings too. That is the legal floor. Design strength for a real footing is normally set higher.

### What rebar cover is required on a footing?

It is tiered by member under Art. 79 §1. A non-bearing wall or floor needs at least 20 mm. A bearing wall, column or beam needs at least 30 mm. A member touching soil, like a strip footing's stem, needs at least 40 mm. The footing base needs at least 60 mm, excluding the stem and blinding layer.

### Where do the specific mm figures for depth and thickness that I've seen online come from?

MLIT Notification No. 1347/2000 (平成12年建設省告示第1347号), issued under Enforcement Order Art. 38 §3. For a strip footing (布基礎), §一・4 fixes: embedment at least 240 mm, base slab at least 150 mm thick, stem at least 300 mm high above ground and at least 120 mm thick. We read the Notification's own text, so these are confirmed.

### How wide does the base slab need to be?

No single number sets it. §一・4・二 uses a table instead. It keys off your ground's long-term bearing capacity (three tiers: 30–50 / 50–70 / ≥70 kN/m²), the building's weight class (timber or light steel versus heavier), and the storey count (1 or 2). Widths run roughly 180–600 mm. Read the table for your own ground and building.