Commercial Project

CMU Warehouse Mezzanine Construction

Structural engineering design for a 2-story steel mezzanine within an existing CMU warehouse, maximizing vertical storage capacity while ensuring structural integrity and code compliance.

Area
4,500 sq ft
Stories
2 Levels
Load Capacity
125 psf
Completion
3 Weeks
Industrial District, California
Commercial Mezzanine

Project Overview

This commercial mezzanine project involved the structural engineering design of a robust 2-story steel mezzanine system within an existing CMU (Concrete Masonry Unit) warehouse facility. The client needed to maximize their vertical storage capacity without compromising the structural integrity of the existing building.

Our team provided comprehensive structural engineering services, including detailed analysis of the existing CMU structure, design of the steel mezzanine framework, foundation load calculations, and complete construction documentation. The 4,500 square foot mezzanine was designed to support a live load of 125 pounds per square foot, suitable for heavy industrial storage applications.

The project required careful coordination with the existing building systems, seismic considerations per California Building Code, and integration with the warehouse's operational requirements. All work was completed by our licensed Professional Engineers with full code compliance and permit-ready documentation.

Scope of Work

Steel beam and column structural design
Foundation load analysis and verification
Connection detail engineering
Seismic load calculations
Code compliance documentation
Construction drawings and specifications
Structural calculations package
Permit-ready submittal package

Technical Specifications

Structural System

  • • Steel wide-flange beams
  • • Steel tube columns
  • • Metal deck flooring system
  • • Bolted connections
  • • Concrete footings

Design Criteria

  • • Live Load: 125 psf
  • • Dead Load: 25 psf
  • • Seismic Design Category: D
  • • Wind Load: 85 mph
  • • Code: CBC 2022

Key Challenges & Solutions

Existing Structure Integration

Challenge: Designing the mezzanine to work with existing CMU walls without overloading the foundation.

Solution: Conducted thorough structural analysis of existing conditions and designed independent column supports with spread footings to distribute loads effectively.

Seismic Performance

Challenge: Ensuring mezzanine meets California seismic requirements for Seismic Design Category D.

Solution: Implemented lateral bracing system and designed connections for ductile behavior under seismic loading.

Fast-Track Timeline

Challenge: Client needed quick turnaround to minimize operational downtime.

Solution: Streamlined design process and provided complete permit-ready package in just 3 weeks.

Project Information

Client Type
Commercial / Industrial
Project Type
Mezzanine Structural Design
Location
California
Timeline
3 Weeks (Design Phase)
Status
Completed

Services Provided

Structural Engineering
Steel Design
Foundation Analysis
Code Compliance
Construction Documents
Permit Assistance

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