A slab-on-grade foundation is a single layer of concrete poured on the ground, with the house sitting directly on it. A pier-and-beam foundation — most people in Los Angeles call it a raised foundation — carries the house on concrete footings, posts and wood girders, leaving a crawl space between the soil and the floor. Which one is under your house is largely a question of when it was built: raised foundations dominate the region’s older housing stock, and slab-on-grade became the common choice in later construction. For a remodel the difference shows up as money in two specific places. A raised house lets a plumber and an electrician work from underneath instead of cutting concrete. A raised house is also the one that needs anchor bolts and cripple-wall bracing to behave in an earthquake.
We are Green Design and Build, a licensed residential general contractor based in Van Nuys (CSLB #1110975), working across Los Angeles, Orange and Ventura counties and into western Riverside and western San Bernardino. We work on both systems: bolting and bracing raised houses, cutting and patching slabs to run new plumbing, and building new foundations for additions and ADUs. Every figure below is a Los Angeles budgeting range, not a quote — the only real number for your house is a written proposal after a site visit.
Pier and beam vs slab: the differences that actually matter
| Pier and beam (raised) | Slab-on-grade | |
|---|---|---|
| What it is | Concrete footings and piers carry posts and girders; the floor is framed wood over a crawl space | One poured concrete slab on prepared soil; the slab is the ground floor |
| Access to plumbing and wiring | Good — a trade can crawl underneath and work from below | Poor — lines are cast in or under the concrete and reaching them means cutting it |
| Moving a kitchen or bathroom | Cheaper, because drain lines can be rerouted in the crawl space | More expensive, because the slab has to be saw-cut, trenched and patched |
| Floor feel | Slight give; floors can develop squeaks and slopes as posts settle | Firm and flat; no bounce |
| Earthquake work | Needs sill-plate bolting, and cripple-wall bracing where cripple walls exist | No cripple walls to brace; anchorage is cast in at construction |
| Typical failure mode | Sagging in the middle, rotted or crushed posts, girders out of level, moisture in the crawl space | Cracking, differential settlement, heave on expansive clay, slab leaks |
| Repair access | Usually repairable from underneath without touching finishes | Repairs often mean working through the floor you live on |
| Insulation and ducting | Easy to add under the floor | Limited — ducts and insulation generally go in the attic |
The headline most comparison articles lead with — that one system is simply better than the other — does not survive contact with real houses. A properly built slab on stable soil outlasts a neglected raised foundation, and a well-maintained raised foundation outlasts a slab poured on badly compacted fill. What matters is the soil it was built on, whether water has been kept away from it, and whether the seismic connections were ever made.
How to tell which foundation you have
You can usually settle this in five minutes without any tools.
- Look for a vent or an access door along the base of the exterior wall. Small screened openings low on the perimeter, or a hatch roughly the size of a cupboard door, mean there is a crawl space under the house and the foundation is raised.
- Check the step up to the front door. A raised house normally sits noticeably above the surrounding grade, often with two or three steps. A slab house tends to sit low, with a single step or a flush threshold.
- Knock on the floor, or listen as you walk. A framed wood floor over a crawl space sounds hollow and has a little give. A slab is solid underfoot and silent.
- Look in the garage. An attached garage is often slab even when the house is raised, so compare the garage floor with the house floor — if the house floor is a step up from the garage, you are probably on a raised foundation.
- Look at the water heater and the main shutoff. On raised houses, supply lines commonly rise through the floor; on slabs they often come through the wall.
If the answer is still unclear, the house may have both. Additions built decades after the original house are frequently slab-on-grade bolted onto a raised original, and that junction is worth knowing about before you plan any work across it — the two halves move differently, and the cracking that shows up along the seam is usually the first symptom. Our guide to what foundation cracks mean in a Southern California home covers how to read that kind of movement, and the warning signs that a foundation needs repair covers what to do about it.
What a raised foundation means in an earthquake
This is the single most consequential difference between the two systems in Southern California, and it is the one most national comparison articles skip entirely.
Older raised houses often sit on cripple walls — short stud walls between the foundation and the floor framing that create the crawl space. Unbraced, they are the weak link: in a strong shake they can rack sideways and drop the house off its foundation. The California Residential Code treats them as a structural element in their own right. Section R602.9 requires cripple-wall studs to be no smaller than the studs above, requires walls over 4 feet tall to be framed as though carrying an additional story, requires exterior cripple walls with a stud height under 14 inches to be continuously sheathed with wood structural panels or built as solid blocking, and requires cripple walls to be supported on continuous foundations.
The second connection is the sill plate. Section R403.1.6 requires wood sill plates on continuous foundations to be anchored with anchor bolts at least 1/2 inch in diameter, spaced no more than 6 feet apart, embedded at least 7 inches into the concrete, set in the middle third of the plate width and fitted with a nut and washer — with at least two bolts per plate section and one within 12 inches of each end. Because most of Los Angeles sits in a high seismic design category, Section R403.1.6.1 adds plate washers along the full length of braced wall lines and tightens anchor spacing on interior braced wall plates. Houses built before these provisions were enforced frequently have no bolts at all, just the weight of the building holding it in place.
That is what a seismic retrofit addresses, and why it is the highest-value structural work most owners of raised houses can buy. See our guide to Earthquake Brace + Bolt for how the state grant program works.
The grant money only exists for raised foundations
California’s Earthquake Brace + Bolt program, run by the California Residential Mitigation Program, is written specifically for wood-framed homes built before 1980 on a raised foundation. The program describes cripple walls as the short walls of 4 feet or less between the house frame and the foundation, and splits the work accordingly: a house on a stem wall gets bolt-only work, and a house with cripple walls gets brace-and-bolt work. The base grant is up to $3,000 toward a code-compliant retrofit.
Income-eligible homeowners can receive a supplemental grant on top of that, and the amount depends on where you are. For Southern California the supplemental maximums are $2,650 for brace-and-bolt and $1,125 for bolt-only, for households at or below $94,480 in annual income. Northern California’s figures are higher, which is why the “up to $7,000” number you will see quoted online is misleading here — that is the Northern California brace-and-bolt maximum, not the Los Angeles one. Registration opens for a limited period each year and funds are finite.
If your house is on a slab, none of this applies to you, and that is genuinely one of the slab’s advantages: its anchorage was cast in when it was poured.

What the code requires of a crawl space
If you have a raised foundation, the crawl space is part of the building and the code has specific requirements for it. These come up whenever a permit is pulled for work under the floor, and they are worth knowing because an unventilated, unsealed crawl space is how a raised foundation turns into a rot and pest problem.
- Ventilation. Section R408.2 requires net ventilation opening area of at least 1 square foot for every 150 square feet of under-floor area, with one opening within 3 feet of each external corner, and covering material whose least dimension does not exceed 1/4 inch.
- Or a sealed, unvented crawl space. Section R408.3 allows an unvented under-floor space instead, but then the exposed earth must be covered with a continuous Class I vapor retarder, lapped 6 inches at the joints, sealed or taped, and run at least 6 inches up the stem wall — plus either continuously operated mechanical exhaust at 1 cubic foot per minute for every 50 square feet of crawl space, or a conditioned air supply at the same rate.
- Access. Section R408.4 requires access to all under-floor spaces: an opening through the floor of at least 18 by 24 inches, or through a perimeter wall of at least 16 by 24 inches, with an areaway of the same minimum size where any part of the opening is below grade. The access may not be located under a door to the residence.
In practice the sealed-and-conditioned approach is the better one for an older Valley house whose crawl space smells damp, but it is a system, not a sheet of plastic thrown on the dirt — the vapor retarder, the sealing and the mechanical ventilation all have to be there for it to comply and to work.
Which is better for a remodel?
For most remodeling work, the raised foundation is the cheaper house to work on, and the gap widens the more plumbing you move.
Kitchens and bathrooms
Moving a sink, a toilet or a shower drain means moving a drain line, and on a raised foundation that happens in the crawl space: the plumber cuts in from below, reroutes, and nothing in your finished rooms is disturbed beyond the floor penetration. On a slab the same change means laying out the new line, saw-cutting the concrete, breaking it out, trenching, running pipe, inspecting, then pouring back and re-leveling the floor before any finish goes down. It is noisy, dusty work, and it adds both cost and days. This is why the order you do a bathroom remodel in matters more on a slab — the concrete work has to be finished and signed off before anything else starts.
It also means that on a slab house, keeping fixtures roughly where they are is worth real money. On a raised house, the layout is far more negotiable.
Floors that slope or bounce
A sloping floor in a raised house is usually a foundation-system problem rather than a foundation problem: a post has settled, a girder has sagged, a pier has sunk, or wood has rotted where it met damp soil. That is repairable from underneath by shimming, sistering or replacing posts and girders, and it does not require touching the house above. A sloping floor on a slab means the slab itself has moved, which is a different and more expensive conversation — see what foundation repair costs in Los Angeles.
Running new systems
A crawl space is a service corridor. New electrical circuits, a whole-house repipe, added ductwork and under-floor insulation are all straightforward from below. On a slab house the equivalent routes go through walls and the attic, which constrains where things can go and often means opening drywall. If you are planning a whole-home renovation, this single difference can move the mechanical budget noticeably.
Additions and ADUs: matching or mixing foundations
When you add on, you have to decide what the new part sits on. Three things decide it.
- Floor height. The new floor has to meet the old one. Matching a raised house usually means building the addition on a raised foundation too, or pouring a stem-wall-and-slab combination raised to the right elevation. Getting this wrong produces a step where you did not want one.
- Differential movement. Two foundation systems on different soil respond differently, and the joint between them is where cracking shows. The detail at that seam is a design decision, not an afterthought.
- Soil and slope. On a hillside lot the choice may be made for you by the geotechnical report.
A detached ADU is simpler, because it is a separate structure and can use whichever system suits the site — typically a slab for a flat lot, or piers where the ground falls away. Attached versus detached is partly a foundation question for exactly this reason. A garage-to-ADU conversion is a special case: the garage slab already exists, and the question becomes whether it is thick enough, level enough and sound enough to serve as a dwelling floor, which is something to establish early rather than hope about.
For the wider picture on adding space, see home addition ideas for a Los Angeles house, our room additions service and what a room addition costs. A second-story addition raises a different foundation question again, because the existing foundation has to carry the new load and often needs strengthening first.
Soil is the real variable in Los Angeles
Both systems fail for the same underlying reason: the ground moved. Southern California supplies two common ways for that to happen.
Expansive clay swells when it takes on water and shrinks when it dries, and it does this seasonally. Section R403.1.8 of the California Residential Code requires foundations and floor slabs on expansive soils to be designed in accordance with Section 1808.6 of the California Building Code, with a narrow exception where similar systems have performed adequately in similar conditions and the building official approves. Section R401.4 lets the building official require a soil test wherever accepted soil-science data suggest expansive, compressible or shifting soils may be present, and where the seismic design category is C or greater and testing is done, the geotechnical report must determine the site class and the short-period spectral response acceleration.
A slab on expansive clay without the right design is the classic Los Angeles heave-and-crack case. A raised foundation on the same soil tends to show the movement as sloping floors instead, because the piers move individually.
Hillside and fill lots are the second case, and they are where pier underpinning comes in — engineered piers taken down to competent soil or bedrock, designed from a soils report. On a hillside the foundation choice is an engineering output rather than a preference. Keeping water away from the building is the cheapest protection either system gets, which is why drainage work is part of preparing a house for a wet winter.
What each system costs to repair in Los Angeles
These are the ranges we publish across our foundation guides. They are budgeting ranges for Los Angeles, not quotes, and the figure for your house depends on access, soil, the engineering required and the condition of what is already there.
| Work | Typical Los Angeles range | Which system | What drives the number |
|---|---|---|---|
| Injecting a single stable crack | From about $500 | Slab or stem wall | Length, width and whether the crack is still moving |
| Seismic bolt-and-brace retrofit | $3,000–$15,000 | Raised only | Crawl-space access, cripple-wall length, whether engineering is required |
| House leveling and pier-and-beam repair | $5,000–$25,000 | Raised only | Number of posts and girders, extent of rot, how far out of level it is |
| Pier underpinning | $10,000–$40,000 | Either | Number of piers and depth to competent soil — engineered from a soils report |
| Foundation replacement | $30,000–$100,000 or more | Either | Size of the house, access, hillside conditions, temporary shoring |
Two things are worth drawing out of that table. First, the cheapest meaningful structural work on the list — the seismic retrofit — is only available to raised houses, and part of it may be covered by grant money. Second, pier-and-beam repair occupies a middle band that has no slab equivalent: a raised house can be re-leveled for a fraction of what moving a slab costs, because the repair happens in the crawl space rather than through your floors.
Full detail sits in our foundation repair cost guide, and our free roof and foundation inspection is the way to find out which band you are actually in.
Permits
Structural foundation work needs a permit. The Los Angeles Municipal Code requires a permit to alter or repair a building under Section 91.106.1.1, and its exemption for minor work applies only up to a valuation of $2,500 — and not at all where the work affects structural stability. Foundation repair, underpinning and seismic retrofitting all affect structural stability, so the exemption does not reach them regardless of cost.
Practically, that means plan check or a standard plan, an inspection sequence, and sign-off. Seismic retrofits of the standard kind often go through on a prescriptive standard plan rather than custom engineering, which is why they move quickly. Underpinning does not: it is engineered work built from a geotechnical report. Cities outside Los Angeles — Burbank, Glendale, Pasadena, Santa Clarita, the county and the Orange County cities — run their own permit counters with their own submittal requirements.
Can you convert one to the other?
Yes, in both directions, and almost nobody should.
Converting a raised foundation to a slab means demolishing the floor structure, filling and compacting, and pouring inside the existing walls — and you lose the service access that made the house easy to work on. Converting a slab to a raised foundation means lifting the house. Both are foundation-replacement-scale projects, at foundation-replacement cost, to solve a problem that is usually better solved directly.
The cases where it genuinely comes up are narrow: a foundation that has reached the end of its life and is being replaced anyway, a house being lifted for flood or slope reasons, or a whole-house project where the floor level is changing. If someone proposes converting your foundation as a fix for sloping floors or a damp crawl space, get a second opinion — those have much cheaper answers.
Building new: which would we choose?
For new construction on a flat, stable Los Angeles lot, a properly designed slab is usually the efficient answer: fewer parts, nothing to rot, no crawl space to maintain, and anchorage cast in from the start. On a sloping lot, a lot with poor or expansive soil, or where the design wants the floor up off the ground, a raised foundation on engineered piers is often both cheaper and better — it works with the ground rather than fighting it, and it keeps the service access.
What we would not do is choose before the soils report. On anything other than a straightforward flat lot, the geotechnical work is what decides, and it decides for reasons that are specific to your parcel. See our foundation services and foundation design ideas for how we approach it, and our concrete work for the flatwork side.
Pier and beam vs slab FAQs
Which is cheaper, pier and beam or slab?
To build new on a flat lot, a slab is normally cheaper, because it is one pour with fewer components and less labor. To live with and remodel, a raised foundation is usually cheaper, because plumbing and electrical work can be done from the crawl space instead of through concrete. The two answers point in opposite directions, so the honest version is: slab costs less on day one, pier and beam costs less the first time you move a bathroom. Repair costs also differ in band rather than direction — re-leveling a raised house runs $5,000 to $25,000 in Los Angeles, while slab problems more often lead to underpinning at $10,000 to $40,000 or replacement above that. These are budgeting ranges, not quotes.
What are the downsides of a pier and beam foundation?
Four, in the order they tend to matter. The crawl space is a moisture and pest environment, and if it is not ventilated or sealed properly the wood above it suffers. Posts, girders and piers can settle or rot individually, which shows up as sloping or bouncy floors. Older raised houses frequently have unbraced cripple walls and no anchor bolts, which is a genuine earthquake risk until it is retrofitted. And the floor never feels as solid as a slab. None of these are reasons to avoid a raised house — they are a maintenance list, and all four are addressable.
Is a pier and beam foundation safe in an earthquake?
It can be, but older ones frequently are not until they have been retrofitted. The vulnerability is not the piers; it is the connection between the house and the foundation. Unbraced cripple walls can rack sideways in a strong shake, and an unbolted sill plate lets the house slide off. The California Residential Code addresses both — Section R602.9 for cripple-wall framing and sheathing, and Section R403.1.6 for sill-plate anchor bolts. A retrofit adds plywood sheathing to the cripple walls and bolts the sill plate down, and at $3,000 to $15,000 it is the most cost-effective structural work most owners of raised houses can buy. A slab house does not have this vulnerability because its anchorage was cast in when it was poured.
Is it easy to fix a pier and beam foundation?
Easier than a slab, in the sense that the repair usually happens underneath the house rather than through it. Shimming or replacing a settled post, sistering or replacing a sagging girder, and re-leveling a floor are all crawl-space work, so your finishes, cabinets and flooring generally stay where they are. That is why re-leveling occupies a cost band with no slab equivalent. The qualifier is access: a crawl space with 18 inches of clearance and a tight hatch makes everything slower, and a crawl space full of standing water has to be dealt with before anyone can work in it at all.
How do I tell whether my house is on a slab or a raised foundation?
Look along the base of the exterior walls for small screened vents or a crawl-space access hatch — either one means a raised foundation. A raised house also usually sits a few steps above grade, and its floors sound hollow and have slight give, where a slab floor is silent and solid. Comparing the house floor with an attached garage floor is a quick cross-check, because the garage is often slab even when the house is raised. If you find vents on one part of the house and not another, you probably have an addition on a different system, which is useful to know before planning work across the junction.
Does my raised foundation have to be bolted to the foundation?
New construction does. Section R403.1.6 of the California Residential Code requires wood sill plates on continuous foundations to be anchored with anchor bolts of at least 1/2 inch diameter, no more than 6 feet apart, embedded at least 7 inches into the concrete, with at least two bolts per plate section and one within 12 inches of each end; in the high seismic design categories that cover most of Los Angeles, Section R403.1.6.1 adds plate washers along braced wall lines. An existing older house is not required to be retrofitted simply because it is old, so many are not bolted. Whether to do it is your decision, and it is the one piece of structural work with grant money attached.
How much does it cost to level a pier and beam house in Los Angeles?
House leveling and pier-and-beam repair typically runs $5,000 to $25,000 in Los Angeles. What moves the number is how many posts and girders need work, how much rot there is where wood met damp soil, how far out of level the floor has drifted, and how easy the crawl space is to work in. Leveling corrects the symptom, so the cause — usually water, poorly compacted fill or seasonal clay movement — has to be diagnosed at the same time, or the floor will drift again. This is a budgeting range, not a quote; the real number comes from a written proposal after a site visit.
Do I need a permit for foundation work in Los Angeles?
Yes, for anything structural. The Los Angeles Municipal Code requires a permit to alter or repair a building under Section 91.106.1.1, and its minor-work exemption stops at a $2,500 valuation and does not apply at all to work affecting structural stability. Foundation repair, underpinning and seismic retrofitting all affect structural stability, so they need a permit whatever they cost. Standard seismic retrofits often use a prescriptive standard plan rather than custom engineering; underpinning is engineered from a geotechnical report. Cities outside Los Angeles run their own permit counters with their own requirements.
Find out what is under your house before you plan around it
If you are planning a remodel, an addition or an ADU, the foundation under your house changes what the work costs and sometimes what is possible. We will come out, look at it properly — crawl space included where there is one — and tell you what you are working with. A site visit takes about two hours, and a written, itemized proposal follows within 48 hours. We reply to new inquiries within one business day, and we are reachable 8am to 6pm daily.
Sources: 2025 California Residential Code, Title 24 Part 2.5, Sections R401.4, R403.1.6, R403.1.6.1, R403.1.8, R408.2, R408.3, R408.4 and R602.9; Los Angeles Municipal Code Section 91.106; California Residential Mitigation Program (Earthquake Brace + Bolt eligibility and supplemental grant amounts). Code sections and grant figures were verified against these sources in October 2026; grant funding and income limits change, so confirm current figures with the program before relying on them.


















