Back to Projects Pomarroso House
Structural Design Residential — Pance, Cali, Valle del Cauca

Pomarroso House

Split-level country house with a steel gazebo and a pool

Structural Design Steel Design Seismic Microzonation Hydraulic Structures Foundation Design BIM / IFC ETABS NSR-10

Key Highlights

  • 3 structures with separate calculation reports: house, gazebo and pool
  • House with 5 stepped floor levels (+2.02 to +7.28 m)
  • IPE140, IPE240 and IPE270 steel beams and 150 × 150 tubular columns
  • Cali seismic microzonation, zone 4E: no resonance (period of 0.28 s versus 0.75–1.25 s for the soil)
  • Maximum drifts of 0.61% in the house and 0.59% in the gazebo
  • Pool designed as a concrete wall structure

Technical Specifications

Stories
2
Height
7.62 m
Structural System
RC special moment frames (DES) with steel beams; gazebo in steel moment frames
Codes & Standards
NSR-10, AISC 360, Microzonificación Sísmica de Cali
Software
ETABS, Excel
Steel Sections
IPE140, IPE240, IPE270, Tube 150×150×4, Tube 150×100×3
Foundation
Isolated and strip footings

Context

Country house in a gated community in Pance (Cali), developed for a corporate client. The stepped architecture creates five floor levels at different heights, which complicates the definition of diaphragms and the control of drift. The project also includes a steel gazebo-pergola and a pool.

Role

Support role in the structural design. I developed the ETABS modeling, the seismic analysis, the element and foundation design and the calculation report, and supported the production of drawings, under the review and signature of the engineer of record.

Process

  • ETABS model of the house with diaphragms at different elevations and a separate roof model
  • Spectrum per the Cali seismic microzonation (zone 4E) and resonance check
  • Design of IPE steel beams, columns, joints and concrete beams, purlins and solid slabs
  • Gazebo in steel frames with windward and leeward wind loads on the pergola
  • Pool modeled with concrete walls and its own calculation report
  • Foundation models with isolated and strip footings, and IFC export

Results

  • House with drifts of 0.61% and 0.59%; gazebo with 0.50% and 0.59%
  • Three calculation reports (111, 41 and 28 pages)

Lessons Learned

Split levels are the hidden seismic challenge of country houses: each level is a different diaphragm, and short columns appear where you least expect them.

3D Model / Renders (6)

Architectural render 01 – Pomarroso House
Architectural render 01 – Pomarroso House
Architectural render 02 – Pomarroso House
Architectural render 02 – Pomarroso House
Architectural render 03 – Pomarroso House
Architectural render 03 – Pomarroso House
Structural model render 01 – Pomarroso House
Structural model render 01 – Pomarroso House
Structural model render 02 – Pomarroso House
Structural model render 02 – Pomarroso House
Structural model render 03 – Pomarroso House
Structural model render 03 – Pomarroso House

ETABS Analysis (6)

ETABS model 01 – Pomarroso House
ETABS model 01 – Pomarroso House
ETABS model 02 – Pomarroso House
ETABS model 02 – Pomarroso House
ETABS model 03 – Pomarroso House
ETABS model 03 – Pomarroso House
ETABS model 04 – Pomarroso House
ETABS model 04 – Pomarroso House
ETABS model 05 – Pomarroso House
ETABS model 05 – Pomarroso House
ETABS model 06 – Pomarroso House
ETABS model 06 – Pomarroso House