Crawl-space assessment
Is there a cripple wall, how tall is it, what is the sill and foundation condition, and how much clearance is there to work.
Foundation Repair / Earthquake retrofitting
Many older Los Angeles houses sit on a raised foundation with little or nothing tying the wood frame to the concrete. A seismic retrofit adds that connection — and, where short cripple walls hold the house up, braces them so they are less likely to collapse in an earthquake.
Discuss a seismic retrofitThe California Residential Mitigation Program describes two common versions: bolt-only, where the frame sits directly on the foundation wall, and brace-and-bolt, where short cripple walls stand between the foundation and the floor. What is under your house decides which applies.
A retrofit improves how the house stays on its foundation in shaking. It does not level floors, close cracks or stop settlement. If the foundation itself is damaged or moving, that needs to be understood first, because bolting a frame to a failing foundation does not solve the problem.
Actual scope and methods depend on the site evaluation and the approved design.
Is there a cripple wall, how tall is it, what is the sill and foundation condition, and how much clearance is there to work.
Anchor bolts or foundation plates connecting the sill to the concrete, at the spacing and type the plan specifies.
Structural sheathing nailed to the cripple-wall studs, with venting and blocking per the plan.
Replacing deteriorated sill sections or posts found during the work, when the plan or engineer allows them to be handled together.
In shaking, the ground moves the foundation first. Whatever ties the house to it decides whether the house moves with the foundation or slides and drops off it.
Steel bolts or approved plates that fasten the wood frame to the concrete below. Without them, the house may rest on the foundation by weight alone.
The sill plate is the flat board lying on top of the foundation wall. Anchoring means fastening that board to the concrete so the frame above cannot slide off.
Cripple walls are short stud walls in some crawl spaces, between the foundation and the first floor. Bracing them with structural panels keeps them from folding over sideways.
Conceptual schematics for understanding only. They are not construction details: hardware, spacing, panels and nailing come from the approved plan for the actual house.
These are often lumped together as "seismic retrofit". They differ in construction, standard, and whether the work is voluntary or ordered.
| Situation | What it looks like | Typical work | Standard or rule | Voluntary or required |
|---|---|---|---|---|
| Raised single-family house | A wood house over a crawl space, with or without cripple walls | Bolt-only, or brace-and-bolt where cripple walls exist | CRMP describes EBB retrofits under the California Existing Building Code, Chapter A3, for light wood-frame houses · source | Voluntary for the owner, unless a local authority or project says otherwise |
| Living space over a garage | An older house with a room above a garage and its large door opening | Strengthening garage walls (panels, steel columns or proprietary walls, beams, hold-downs, clips) plus any crawl-space retrofit | CRMP describes ESS retrofits using FEMA P-1100 plan sets; an engineer may still be needed · source | Voluntary for the owner |
| Multi-unit soft-story building (City of LA) | Older multi-story wood-frame apartments or condos with tuck-under parking or open fronts | Engineered strengthening of the weak story | LADBS mandatory program under City Ordinances 183893 and 184081 · source | Required for buildings in scope once LADBS issues an order, with deadlines set by the ordinance |
Age alone does not make a house eligible for a program or require a retrofit. Whether a building is in scope is decided by the program or the building authority, using their own criteria.
Look at what is actually under the house: foundation type and condition, sill, cripple walls, access, moisture.
Decide whether an approved standard plan fits the house or an engineer must design the retrofit. Damaged concrete, tall or unusual walls and hillsides usually point to an engineer.
The permit is issued by the building authority for the address — LADBS inside the City of Los Angeles, other cities and the County elsewhere.
Installation follows the plan; anything found that the plan does not cover is raised before it is changed.
The authority's inspector checks the work at the stages the permit requires.
Final inspection, permit finaled, and the plan, permit card and photos kept together for the owner's records.
KB Remodeling does not claim to be a CRMP directory contractor, FEMA-trained or certified, or program-approved. We do not promise grant approval, reimbursement or any insurance discount.
An assessment checklist, not instructions to do structural work yourself. Do not enter a crawl space that is wet, tight or has exposed wiring.
| Aspect | Contractor evaluation (KB) | Licensed engineer | City or county inspection |
|---|---|---|---|
| Question answered | What is visible and what practical next step fits | What is causing it and what the design should be | Does permitted work match the approved plans |
| When | Before anything is decided | When movement, capacity, soil or design is in question | At permit stages during construction |
| Relied on for | Planning and pricing a defined scope | Professional engineering judgment and drawings | Code compliance of the inspected work |
Whether a standard plan or an engineered design applies is decided with the building authority for the address; the City of Los Angeles, for example, publishes standard plans through LADBS, while other cities have their own procedures. When an engineer is needed, they design the retrofit and may observe it. The city or county inspector checks the work at the stages the permit requires. Our crawl-space look is a contractor evaluation, not an engineering assessment.
Permits →We check access, cripple walls, sill condition and the visible foundation.
Standard plan if the house qualifies; otherwise an engineer's design.
The permit is obtained from the authority for the address before work starts.
Anchorage and bracing are installed and inspected; access panels and vents are restored.
Look through the crawl-space access: short wood-stud walls standing on the concrete under the floor are cripple walls. If the floor framing rests directly on the concrete, there are none. We can confirm during a visit.
No. Brace-and-bolt strengthens the connection between a raised wood-frame house and its foundation; settlement repair addresses movement or damage in the foundation itself. If both concerns exist, evaluate the foundation's condition before choosing the retrofit plan. Rooms over a garage follow a different assessment path, explained in the seismic resource on this page.
Slab houses are usually already connected differently and fall outside the brace-and-bolt approach. Other seismic issues, if any, need an engineer's review.
Generally yes. The authority for your address decides which plan and inspections are required.
No. Bolting and bracing improve the connection between house and foundation in shaking. Settlement, sloping floors and drainage problems are separate and need their own evaluation.
That has to be understood first. Anchors need sound concrete to hold. Deteriorated sections may need an engineer, repair or partial replacement before — or as part of — a retrofit.
Usually, since most work happens under the floor or in the garage. Expect noise, access needs and occasional utility interruptions; garage work for living-over-garage houses can take the garage out of use for a time.
On a contracted project we coordinate the permit with the authority for the address, using a standard plan where it applies or the engineer's drawings where it does not. The owner signs where the authority requires.
Through the existing access where possible. If access or headroom is too limited, a new access opening may be needed — that is part of the plan discussion, not a surprise.
The approved plan, the permit with its inspection sign-offs, and photos of the work before it is covered. Programs such as EBB or ESS have their own documentation rules.
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