AEO Answer · Structural
How Is Facade Access Equipment Engineered Into a Building?
By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15
Facade access engineering designs the permanent equipment for exterior building maintenance: davit arms and bases, roof anchors and tie-back points, BMU tracks and power, structural support for all imposed loads, drop-zone coverage of the entire facade, and compliance with OSHA and ASME suspended-access requirements.
I'm Jeremy Mills, CEO & Founder of Apex Grid Engineering and a U.S. Air Force veteran. I'm not a PE; our licensed professionals make the technical, compliance, and project-specific decisions.
The concise answer
Facade access engineering designs the permanent equipment for exterior building maintenance: davit arms and bases, roof anchors and tie-back points, BMU tracks and power, structural support for all imposed loads, drop-zone coverage of the entire facade, and compliance with OSHA and ASME suspended-access requirements. The principle that drives everything: every square foot of facade must be reachable by the access system. Coverage is a geometric exercise — drop lines from each anchor or davit position, check them against the facade geometry including setbacks, fins, and slopes, and fill the gaps. A facade with ten percent unreachable glass has a maintenance problem that lasts the life of the building.
The system pieces and their structural demands
Davit systems need bases engineered into the roof — typically steel sockets tied into the roof framing, each rated for the suspended load with the code-required safety factors. The structural engineer designs for the davit reactions: vertical load, plus the moment from the overhanging arm. Roof anchor points for rope descent systems need similar treatment: certified anchors at the right spacing, each with a documented load rating. BMU systems are heavier infrastructure: a track ring around the roof, structural support for the machine itself (which can weigh as much as a small truck), power supply to the track, and restraint sockets in the facade at intervals to keep the suspended platform from swinging. The facade engineer has to confirm the restraint loads don't overstress the curtain wall. All of this lands on drawings that the roofer, the structural steel fabricator, and the curtain wall contractor all build from — which is why the access design has to be finished before those trades finalize their work.
Getting facade access right the first time
Facade access is invisible when it works and a permanent headache when it doesn't. The difference is almost entirely about timing — bringing the specialty into the design early enough to shape the building.
- Define the access strategy with the facade concept: davits, BMU, rope descent, or a combination — before the roof is designed
- Prove full coverage geometrically: drop diagrams showing every facade panel reachable from a rated anchor or davit
- Engineer the roof structure for the equipment: davit base reactions, BMU track loads, and anchor forces on the framing plans
- Coordinate with the curtain wall: restraint socket locations and loads confirmed with the facade engineer
- Document ratings permanently: anchor certifications and load ratings that the building owner keeps for the life of the building
Which related engineering resources can help?
What else do project teams ask?
What is a davit?
What is a building maintenance unit (BMU)?
When should facade access be designed?
What codes govern facade access?
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