Overview of 717kW commercial rooftop solar array after wind storm
Case Study

717kW Wind Storm Structural Assessment and Repair

A 717kW rooftop array at a Northern California harbor facility. 4,284 connections inspected. 568 improperly installed. All repairs completed on site.

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717 kW
System
4,284
Connections Inspected
568
Improperly Installed
13.3%
Defect Rate
At a glance

Commercial solar troubleshooting after a wind storm

A December wind storm damaged a 717kW rooftop solar array at a Northern California harbor facility. The national solar developer needed commercial solar troubleshooting and structural repair from a licensed contractor, on site fast. RCH Renewables, a San Diego-based C-10 licensed electrical contractor (#1108682), mobilized a 4-person crew from Fallbrook to Northern California in 4 days. Over 2 weeks on site, the crew inspected 4,284 mid-clamp connections across 2,142 Flextronics modules, identified 568 improperly installed connections and 57 compromised mounting feet on the IronRidge racking system, and completed all structural repairs.

The situation

A 717kW rooftop array. 700 miles from our shop.

A 717kW rooftop solar array sits on top of a harbor facility in Northern California. The system uses 2,142 Flextronics modules on an IronRidge racking system with Yaskawa Solectria inverters.

In December, a wind storm hit the facility. On a rooftop, wind does not just push panels around. It creates uplift forces on every module, stresses every mid-clamp connection, and tests every mounting foot anchored to the roof structure. A single compromised connection on the ground is an equipment issue. A compromised connection on a rooftop is a structural liability. Panels that detach in wind become projectiles.

The system was financed and developed by a national solar developer. They needed a licensed electrical contractor who could deploy a crew to Northern California on short notice, perform a full structural assessment, and execute repairs on site. The developer did not have a local crew with the licensing and experience to handle this scope.

They called RCH Renewables in Fallbrook, California. The distance from Fallbrook to Northern California is roughly 700 miles. RCH mobilized a 4-person crew in 4 days from PO approval.

Failed mid-clamp foot on IronRidge racking identified during structural assessment
Failed mid-clamp foot identified during assessment
Drooping rail caused by a failed foot attachment, with a properly-seated foot on the left for comparison
Drooping caused by a failed foot attachment. Notice the height difference from a good foot (left) to the failed one (right).
Structural assessment

What happens when a wind storm damages a commercial rooftop solar array?

The first concern is structural, not electrical. Before anyone checks whether the inverters are producing, the question is whether the modules are still properly secured to the roof.

A mid-clamp is the fastener that locks a solar module to the rail of a racking system. Each module has two. On a 717kW system with 2,142 modules, that is 4,284 connections between the modules and the IronRidge racking system. Every one of those connections needs to be verified after a wind event.

The racking system itself is mounted to the roof structure through feet. Each foot is an anchor point that bears load from the panels above it. Pull-testing is the structural verification method where each mounting foot is mechanically loaded to confirm the anchor between the racking and the roof structure is intact. If a foot is compromised, the entire section of racking above it is at risk.

RCH's crew spent 2 weeks on site. The scope was simple in concept and massive in execution: inspect every connection, identify every failure, and repair everything found.

Process

How do you assess structural damage on a commercial solar system?

The crew worked systematically across the rooftop, section by section. Every mid-clamp connection was torque-checked. Every mounting foot was pull-tested. There is no shortcut for this on a rooftop array. You cannot spot-check a sample and extrapolate. After a wind event, every connection is suspect until it is verified.

What the crew did

1

Torque-checked all 4,284 mid-clamp connections across 2,142 modules

2

Pull-tested mounting feet across the entire IronRidge racking system to verify structural integrity

3

Documented every connection that failed spec

4

Repaired all identified failures on site

What the crew found

568 of 4,284 connections improperly installed

A 13.3% defect rate across the full array. These were not all wind damage. Many were installation defects that the wind event exposed. An improperly torqued mid-clamp might hold a module in calm conditions. Under sustained wind load, it becomes a failure point.

57 mounting feet compromised

These are the structural anchor points between the racking system and the roof. 57 compromised feet on a rooftop system represents a significant structural risk, both to the solar array and to the building itself.

The distinction matters. The wind storm was the trigger for the assessment, but the root cause of many failures was the original installation quality. RCH did not just repair wind damage. They found and fixed pre-existing installation defects that would have eventually failed regardless.

Loose mounting foot anchor found during structural inspection
Loose mounting foot anchor on IronRidge racking
Deployment

Can a solar contractor handle emergency storm damage repairs in California?

RCH Renewables is based in Fallbrook, North County San Diego. This project was in Northern California, roughly 700 miles away.

The national solar developer needed a C-10 licensed contractor who could:

Mobilize a full crew on short notice

Handle the structural assessment scope (4,284 connections across a 717kW rooftop system)

Perform all repairs on site

Work on a rooftop with the safety protocols and equipment that a commercial-scale project requires

RCH deployed 4 crew members in 4 days from PO approval. The crew stayed on site for 2 weeks and completed the full assessment and all repairs.

The Fallbrook-to-Northern-California deployment is a proof point, not a departure. RCH's core market is San Diego County. But when a national developer needs a licensed crew that can handle a project at this scale, geography is not the constraint. Licensing, capability, and availability are.

Deployment Details

BaseFallbrook, CA
Project locationNorthern California
Distance~700 miles
Mobilization4 days from PO
Crew size4 technicians
Duration2 weeks on site
LicenseC-10 #1108682
Corroded mid-clamp with a horizontal torque line indicating it was never torqued to spec
Corroded mid-clamp with a horizontal torque line. A properly installed mid-clamp has a vertical line.
Risk assessment

What this would have cost if left unaddressed

This section is for the Facility Director who needs to make the case to their CFO.

Structural risk

57 compromised mounting feet on a rooftop. If a section of racking fails under wind load, the damage extends beyond the solar array to the roof structure itself. Roof repair on a commercial building of this size, combined with solar system damage, represents a six-figure liability exposure.

Panel detachment risk

568 improperly installed mid-clamp connections. Under sustained wind, any of those connections could fail and release a module. On a rooftop, a detached solar panel becomes a projectile. The liability exposure from a panel leaving a commercial rooftop is not just property damage. It is personal injury risk.

Production loss

Even without a catastrophic failure, compromised connections reduce the mechanical stability of modules, which affects their electrical performance. Micro-cracking from vibration, connector stress from movement, and shading from shifted modules all reduce production incrementally.

Insurance implications

A structural assessment report that documents known defects and completed repairs is a defensible position. A known defect that was not repaired is an exposure that insurance may not cover.

Torque-marked mid-clamp connection after RCH repair
Torque-marked connection after repair
Results

Full project results

System size717 kW (2,142 Flextronics modules)
Connections inspected4,284
Improperly installed connections found568
Compromised mounting feet found57
Mobilization time4 days from PO approval
Crew size4
Duration on site2 weeks
Repairs completedAll identified issues repaired on site

Every connection on the system has been inspected and verified. Every failure has been repaired. The developer has a complete structural assessment report documenting the full scope of findings and repairs.

LR

Landon Raster

President, RCH Renewables · C-10 Licensed Electrical Contractor (#1108682)

“4,284 connections. You check every single one. There is no sampling protocol that covers your liability on a rooftop after a wind event.”
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Need a structural assessment or emergency response for a commercial solar system?

RCH Renewables deploys licensed crews for commercial solar troubleshooting, structural assessment, and emergency repair across California. See our full commercial solar O&M services or contact Landon to discuss your project.

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LR

Landon Raster

President, RCH Renewables · C-10 Licensed (#1108682)

Last updated: April 2026