Proudly serving all of Florida with offices in Tampa, Orlando, and Fort Myers

Helical Piers: Sirata Beach Hotel, St. Pete Beach, FL

i 3 Table of Contents

Pool Deck Foundation Support Tips for a Strong and Lasting Base

If your pool deck feels uneven or shows cracks, your foundation might be trying to tell you something. Weak or shifting soil beneath the deck can lead to dangerous surfaces and expensive repairs. So, what’s the fix? It starts with a solid foundation support, built to...

Concrete Lifting for Driveways Made Easy and Affordable

A sunken driveway can quickly go from a small nuisance to a big headache. Whether you’re dealing with pooling water, cracks, or trip hazards, it’s more than just an eyesore. The good news? You don’t have to rip everything out and start over. Concrete lifting is a...

Warning Signs Before a Sinkhole Forms You Should Never Ignore

Sinkholes don’t always start with a big, dramatic collapse. In fact, they often give off quiet warning signs that most homeowners miss, until it’s too late. That’s why staying alert can make all the difference. Have you noticed unusual cracks in your driveway? Maybe...

Cracked Foundation Wall Repair Tips for Lasting Home Stability

Noticed a crack running along your foundation wall? It might seem like just a surface issue, but it could be a sign of something more serious. Foundation cracks, if left untreated, can impact your home’s structural integrity, safety, and long-term value. These cracks...

Contact us anytime!

The project is a commercial resort pool in need of pre-construction helical piers for the main pool and pool deck area.

Challenge

• Soil conditions in FEMA flood zone

Solution

Helicon worked alongside the geotechnical design team to develop a pre-construction helical pier program designed to meet the building code load criteria. The helical pier system was installed to a competent bearing stratum as defined by the engineer. A total of 56 helical piers were installed during the course of this project. The helical piers were installed below the surface for a running average of 12 ft below existing wall footing elevation. The helical piers were documented to have sufficient uplift resistance capacity, as measured and correlated by installation torques for the helical piers. Efficient planning & coordination was key to overcoming the challenges & limitations. Helicon collaborated with the Geotechnical Engineer of Record throughout the work and confirmed all recommended criteria were followed. Image