HomeMy WebLinkAboutLetter; Column consistency for FoundationApril 7, 2021
Mr. Roger Priest
R K Davis Construction Corporation
P.O. Box 186
Fort Pierce, FL 34954
Re: Maverick Boat Group — Phase 1
4551 St. Lucie Blvd.
Fort Pierce, FL 34946
Project No: 17-122
Dear Mr. Priest:
M L Engineering Inc.
2030 —371 Avenue
Vero Beach, Florida 32960
Phone: (772) 569-1257
Fax: (772) 569-4041
RECEIVED
APR 12 1011
Permitting Department
St. Lucie County
Please be advised that the foundations for the north high side columns (as indicated in our
documents for Project No. 17-122 on sheets S1-S8 dated November 2, 2017) were
designed to support a planned future addition of a 125-foot-wide mirror -image utilizing
the same type of structure and spans.
To the best of our knowledge, the column reactions provided by Kirby Building Systems
were found to be reasonably consistent with the design intent and accounted for the
planned future addition as stated in their reaction summary.
All foundations were designed with a maximum allowable soil bearing pressure of 2,500
psf, and will not be exceeded under the future design loads. However, the potential for
differential settlement should always be considered when applying additional loads to
any existing structure.
Respectfully, ,11�� M THO,
o. 4 520 ;
' SWE OF
Michael Lue, P.E.0�;
Consulting Engineer
Michael A Lue
State of Florida, Prof
No. 47520. This item
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M L Engineering, Inc. 2030 37th Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Pagel