Structural Engineering • 2 Min Read

Engineering Open-Concept Living: How to Safely Remove Load-Bearing Walls

Architectural Case Study • Built by Best Builders Group • Los Angeles, CA

Removing interior partitions to connect a compartmentalized 1960s or 1980s ranch home into an expansive, light-drenched great room is the single most transformative remodeling decision a homeowner can make. However, behind every seamless drywall transition lies rigorous structural engineering, load path redistribution, and seismic code compliance.

1. Identifying Load-Bearing Walls

Not every wall is structural, but assuming a wall is non-bearing without inspecting the crawlspace foundation and attic joist orientations is a perilous mistake. A wall is load-bearing if it carries vertical loads from ceiling joists, roof rafters, or a second story down to the foundation footing.

Indicators of a Load-Bearing Partition:

  • Walls running perpendicular to ceiling joists or roof trusses above.
  • Walls situated directly above foundation stem walls, piers, or girder beams in the crawlspace.
  • Continuous double top plates with tied metal hurricane straps in the attic.

2. Flush Structural Beams vs. Drop Headers

To achieve a completely unobstructed, ceiling-to-ceiling visual plane, our engineering team installs flush-mounted Laminated Veneer Lumber (LVL) or steel W-shape flitch beams. The existing ceiling joists are temporarily supported with structural shoring walls, cut back, and hung directly into the sides of the new flush beam using heavy-duty Simpson Strong-Tie joist hangers.

“A drop header creates a visual divider between rooms; a properly engineered flush steel beam makes the transition disappear completely, giving the home soaring volume.”
— BBG Structural Engineering Division

3. Foundation Footing Upgrades & Seismic Shear Panels

When a 20-foot load-bearing partition is removed, the cumulative downward weight formerly distributed along the entire length is concentrated onto two end posts. In earthquake-prone Southern California, these end posts require reinforced concrete pad footings (typically 36″ x 36″ x 18″ with rebar grids) to safely transfer gravity and lateral seismic forces into bedrock.

Turnkey Structural Remodeling

Best Builders Group manages every phase in-house: architectural drafting, structural wet-stamped engineering calculations, city permit expediting, temporary hydraulic shoring, and zero-defect drywall finishing.