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The visit, in order

What a Structural Evaluation in Solana Beach Looks Like, Step by Step

Owners and boards often ask what actually happens during a visit before they book one. This briefing walks through a typical Solana Beach evaluation in order, from the first email to the written findings.

Briefing summary

  • A structural evaluation is an observation-based review of a building’s foundation and framing, aimed at explaining what is causing the conditions an owner or board has noticed.
  • In Solana Beach, the setting shapes the visit: bluff-top, coastal-exposure, hillside and older single-family properties each add their own checks.
  • A typical evaluation runs through six stages: intake, records, exterior, interior, below-floor or garage areas, and written findings.
  • Preparation by the owner or board makes the visit more productive and the findings more specific.
  • An evaluation is a starting point. It identifies what needs further work, including any engineering analysis, testing or permits, and in what order.

Stage 1: intake

Most evaluations begin with a short written description. The most useful requests answer four questions:

  1. What prompted the request? (A crack, a sticking door, a buyer’s report, a board concern.)
  2. When was it first noticed, and has it changed?
  3. What kind of building is it? (Single-family, condominium, raised floor, slab, bluff-top, hillside.)
  4. Who is the decision-maker? (An owner, a buyer in escrow, a board or a property manager.)

Photos help a great deal at this stage, especially of the conditions that triggered the request. For associations, it also helps to say which areas are common, which are exclusive use, and which belong to individual owners, since that affects who needs to be present and what can be accessed.

Stage 2: records

Before or during the visit, we look at whatever documentation exists. In order of usefulness, that tends to be:

  • prior structural or geotechnical reports on the property
  • permit history, including any foundation, retaining wall or shoreline work
  • for associations, reserve studies, maintenance logs and any balcony inspection reports
  • for bluff-top properties, any coastal development permit conditions and monitoring reports

Our briefing on Solana Beach property records explains where to find these. On bluff properties, an owner’s log of drainage and edge observations is valuable; our bluff monitoring briefing suggests a format.

Stage 3: the exterior

The exterior walk usually comes first because it explains much of what appears inside. Typical checks:

Drainage and grading. The California Residential Code calls for lots to be graded so surface water drains away from foundation walls, with at least six inches of fall within the first ten feet where conditions allow, or drains and swales where they don’t. We look at whether the ground and hardscape actually do that, and where roof water lands.

Foundation edges. Visible portions of the foundation are checked for cracks, offsets and signs of moisture or corrosion.

Exterior walls. Stucco and siding cracks are mapped by location and pattern. Cracks that cluster at one corner or follow a diagonal from window corners mean something different from scattered hairlines.

Walls, stairs and flatwork. Retaining walls, exterior stairs, patios and walkways are checked for movement relative to the building.

Setting-specific checks. On a bluff-top property, that includes the relationship of the building to the bluff edge, drainage toward the edge, irrigation on the seaward side, and visible conditions of any shoreline structure from a safe vantage point. The City’s Land Use Plan names rain, irrigation and storm water drainage among the contributors to bluff-top erosion, so water management gets close attention. Near the coast, exposed concrete and metal are checked for salt-air corrosion.

Stage 4: the interior

Inside, the focus is on the conditions that prompted the request and the patterns around them:

  • crack locations, widths and directions, recorded on a simple floor sketch
  • doors and windows that bind or have developed uneven gaps
  • floor levels, often measured at multiple points to show whether a slope is general or localized
  • signs of past repairs, patches or shims

Measurements matter more than impressions. A floor that “feels” sloped may be within normal range; one that doesn’t may show a pattern once measured.

Stage 5: below-floor and garage areas

Where a house has a raised floor, the crawl space is often where the clearest evidence lies: footing cracks, framing condition, moisture, and how the floor framing connects to the foundation. In slab homes and condominium buildings, the garage frequently offers the best view of the slab and any exposed structure.

For associations with balconies, walkways or stairs, it’s worth separating two things. Civil Code section 5551 requires a periodic inspection of a sample of exterior elevated elements supported substantially by wood, by a licensed structural or civil engineer or an architect. A foundation evaluation is a different exercise with a different purpose. Boards sometimes combine them in one engagement; the scopes should still be written separately. Our HOA and condo structural repair page covers the association side.

Stage 6: findings

The written findings typically include:

  1. What was observed, with photos and the floor sketch or measurements.
  2. The likely causes, ranked where more than one is plausible.
  3. What is normal, so owners know what does not need attention.
  4. Recommended next steps, which may include monitoring, drainage changes, further investigation such as a soils test, engineering analysis, or repair design.
  5. Sequence, since some steps should precede others; drainage corrections often come before any structural decision.

The California Residential Code gives the building official authority to require a soil test where data indicate expansive, compressible, shifting or other questionable soils. If the findings point toward soil behavior, a geotechnical investigation may be among the recommended next steps. On bluff-top property, the Land Use Plan contemplates technical evaluations such as geotechnical reports, engineering geology reports and wave run-up reports when bluff retention is proposed.

What an evaluation does not do

  • It does not stamp plans or provide engineering calculations. Where those are needed, we coordinate with licensed engineers as needed.
  • It does not predict how the City, the Coastal Commission or any agency will respond to a future application, or how long any review would take.
  • It does not replace a balcony inspection required by statute, a reserve study, or a bluff monitoring report required by permit conditions.
  • It does not certify that a building is free of defects. It explains what was observed and what it likely means.

How the setting changes the visit

The County’s 2023 hazard mitigation annex for Solana Beach rates coastal erosion as Likely. That doesn’t make every evaluation in a small coastal city a coastal one. A Lomas Santa Fe hillside home, an Eden Gardens bungalow and a bluff-top condominium each get a different emphasis:

SettingAdded emphasis
Bluff-topEdge relationship, drainage toward the bluff, irrigation, shoreline structure observations
Coastal exposureConcrete spalling, corroded connectors and railings
HillsideSlope drainage, retaining walls, stepped footings
Older single-familyRaised-floor framing, foundation connections, past additions

Preparing for the visit

For owners and boards, a short checklist:

  1. Gather prior reports and permit records.
  2. Photograph the conditions that prompted the request, with dates.
  3. Arrange access to crawl spaces, garages, balconies and any common areas.
  4. Identify the decision-maker and anyone who should attend.
  5. Note any upcoming deadlines, such as an escrow contingency or a board meeting.

Why one visit is longer than another

The scope of an evaluation, and therefore its cost, depends on building size and type, the number of units or areas involved, access to crawl spaces and garages, whether floor-level measurements are needed, the volume of records to review, the setting, and whether follow-up engineering or testing is anticipated. The City’s Building Services Division notes that its initial review of a project determines which permits may be required based on scope and location; any repair that follows an evaluation goes through that process.

Six stages, in brief

  1. An evaluation explains causes; it is not a repair plan by itself.
  2. Records and photos sent ahead improve the result.
  3. Exterior drainage is usually checked first because it explains much of what appears inside.
  4. The setting changes the emphasis of the visit.
  5. Findings set out next steps and their order, including any engineering or testing.

We work across Solana Beach, the whole city. Our foundation inspection page summarizes the service. To schedule an evaluation, request a Free Quote.

Sources (accessed October 18, 2026)

  1. Building Services (adopted 2025 California codes, effective January 1, 2026), City of Solana Beach
  2. California Residential Code 2025, Chapter 4 Foundations (R401.3 Drainage; R401.4 Soil Tests), UpCodes (San Diego edition)
  3. Local Coastal Program Land Use Plan, Chapter 4: Hazards and Shoreline/Bluff Development, City of Solana Beach
  4. California Civil Code Section 5551 (exterior elevated elements inspection), FindLaw (California Civil Code)
  5. 2023 Multi-Jurisdictional Hazard Mitigation Plan, City of Solana Beach Annex, County of San Diego, Office of Emergency Services

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