Located between the Gulf of Mexico and Pine Island Sound, Tween Waters Island Resort is a beloved Captiva landmark dating back to the 1930s. The resort’s original wood-framed lodges and cottages were designed for one-story occupancy — never intended to support modern loads from vertical expansion.
When resort owners planned to add a second story for additional guest suites, engineers identified insufficient load-bearing capacity in the original shallow foundations. The site’s soft coastal sands, high groundwater, and proximity to tidal zones required a deep foundation solution that could provide reliable capacity without vibration or environmental disturbance.
Coastal Foundation Solutions was selected to design and install helical pilings to underpin the existing structure and safely transfer loads from the new upper level into competent bearing strata below.
Before construction, engineers performed a structural and geotechnical evaluation to determine how best to support the planned second-story addition.
Soil borings revealed loose sands extending 12–15 feet deep, transitioning to denser sand and shell strata around 25 feet below grade. The existing timber post foundation, although well-preserved, could not sustain the additional axial and lateral loads from a second floor.
What Were the Key Structural Challenges?
Helical pilings offered several decisive advantages for the project:
Coastal Foundation Solutions designed a system of RS3500 helical pilings to supplement the original foundation. Each pile was strategically positioned beneath key load points — including structural columns, beam intersections, and future wall lines.
Pile Specifications:
The pile layout ensured even load transfer across the structure, minimizing differential settlement and providing a uniform base for the second-story framing system.
Tween Waters remained open throughout construction — requiring quiet, low-impact installation. The Coastal Foundation Solutions team utilized compact hydraulic equipment that operated beneath the existing structure with minimal clearance.
Step 1: Mobilization and Layout
Engineers marked 32 pile locations around the building perimeter and interior column lines. Lightweight drive heads were mobilized to each access point using hand carts to protect walkways and landscaping.
Step 2: Pile Installation
Each helical piling was advanced to refusal torque using a 12,000-ft/lb drive motor. Torque readings confirmed design capacity of 30 tons per pile. All piles were installed within a three-day period — with zero vibration or soil spoils.
Step 3: Bracket Connection
Heavy-duty steel underpinning brackets were attached to existing foundation beams, transferring load to the new deep foundation system.
Step 4: Load Testing and Verification
Proof testing was conducted on 10% of installed piles. Compression load tests validated torque-to-capacity correlations and confirmed zero deflection under design load.
What Results Did the Helical Piling System Deliver?
The completed system provided immediate structural stability for the vertical expansion, enabling contractors to proceed with framing the new second story within two weeks of pile installation.
Performance Summary:
Post-construction monitoring confirmed no measurable movement or deflection — validating the design’s success in transferring additional loads safely to deeper strata.
Helical pilings are now the preferred foundation system for coastal retrofits, historic renovations, and vertical expansions in Southwest Florida.
Advantages include:
For properties like Tween Waters, they provide a modern solution that respects architectural heritage while delivering 21st-century performance.
They can be installed beneath or around existing foundations without excavation, allowing engineers to retrofit support beneath fragile or historic structures.
Yes — helical piles can transfer additional loads from upper floors to deeper bearing layers, making them ideal for expansions like second-story additions.
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