Residential · Temecula, California, USA

Hillside Residence with Basement

Structural design of a two-level hillside home — a concrete basement with retaining walls below light-frame wood floors, shear walls and a trussed roof.

  • Structure
Hillside Residence with Basement
Permit set2026
131Page calc package
SDS 1.11gDesign spectral accel.
35.5 kSeismic base shear
10Structural sheets
Sector
Residential
Location
Temecula, California, USA
Year
2026
Status
Permit set
Deliverables shown
7 drawings & views

Case study

Structural engineering for a two-level home stepping down a hillside site, with a basement level retaining the slope.

A two-level family home on a sloping site in Temecula. The lower level is a concrete basement whose retaining walls hold back the hillside and support the light-frame wood house above. Axisys carried out the seismic analysis, shear wall and hold-down design, floor and roof framing, and the concrete retaining walls, columns and footings, issued as a structural permit set with a full calculation package.

01

The challenge

A basement cut into the slope means retaining walls that also carry the house above, in a high seismic region.

02

What Axisys did

  • Seismic weight and base shear calculation
  • Shear wall design and hold-down schedule
  • Floor and roof framing design
  • Concrete basement retaining walls, columns and footings
  • Permit structural drawing set and calculation package
  • AutoCAD
  • TEDDS
  • ForteWEB
03

Outcome

10-sheet structural permit set and a 131-page calculation package.

ENG

Engineering data

Hillside Residence with Basement

From the project drawings & calculations

Structural system

Light-frame wood bearing and shear walls over a concrete basement with retaining walls, engineered floor framing and wood roof trusses, on concrete footings.

Design codes & standards
  • CBC 2022
  • ASCE 7-16
  • ACI 318-14

Design criteria

Risk category
II
Mapped spectral acceleration
Ss 1.385g · S1 0.503g
Design spectral acceleration
SDS 1.108g
Site class
D (default)
Lateral system
Wood structural panel shear walls, R = 6.5
Seismic base shear (ASD)
35.5 kips

Design loads

Seismic weight
375 kips
Key members & sections
  • Concrete basement retaining walls
  • Concrete columns & footings
  • 4x6 DF posts
  • 40 ft roof trusses
  • HDU2 / HDU5 / HDU8 / HDU11 hold-downs
Software
  • TEDDS
  • ForteWEB
  • AutoCAD
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