Case Study

Winery Renovation and Improvements Supported with Helical Torque Anchors

Winery Renovation and Improvements Supported with Helical Torque Anchors

Winery Renovation and Improvements Supported with Helical Torque Anchors St. Helena, California ãEarth Contact Products, LLC. www.getecp.com 866.327.0007- FAX 913.393.0008 Project Summary Project: California Winery Renovations Engineer: PJC & Associates, Inc, Rohnert Park, CA. Engineers - Geologists Installing Contractor Bay Area Underpinning. Inc. Fairfield, CA www.bayareaunderpinning.com (www.bayareaunderpinning.com) Products Installed: 4-1/2” Dia. x 0.337” Wall Tubular Shaft Piles with 10” & 12” Diameter 1/2” Helical Plates Number of Placements: 45 Depth to Bearing: 29 to 32 ft (Below Grade) Pile Depth Below Basement: 11 to 14 ft Design Ultimate Capacity: 84,000 lb Average Working Load: 30,000 lb - uplift Average Test Load 75,000 lb - uplift Factor of Safety: 2.5 : 1 Test to Working Loa

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