Case history utilizing Magnum foundation products for high capacity helical piles for support of university building addition
The case history contained in these documents are based on a specific project, location, time, and soil profile for which they were prepared. Obviously, project and installation requirements are highly dependent on project location, local practice, prevailing codes, and soil profile conditions. These drawings and designs are examples intended to be used by design professionals and installation contractors for informational purposes only. Magnum Piering, Inc. makes no assertions as to the accuracy, completeness, compliance with any codes, or applicability of such information for any specific project or condition, nor do we purport the fitness of the designs shown for any intended purpose.
The Design Professional, Engineer of Record, or Installation Contractor should use this information after some due diligence and edit and supplement them to suit any specific purpose. Design Professionals, Engineers, and Installation Contractors are encouraged to contact Magnum Piering and Magnum Geo-Solutions with any questions about the example case histories or to seek assistance with Magnum product selection and specification.
Copyright (C) 2017: The information contained in these downloadable documents is the intellectual property of Magnum Piering, Inc. and Magnum Geo-Solutions, LLC and is disclosed solely for use in developing, costing and installing a geo-structural solution using Magnum Piering products. Copying or distributing this information for any purpose, other than the intended use, without written consent of Magnum Piering, and specifically copying or distributing the information for specifying or marketing foundation products manufactured by others, is expressly forbidden.