HomeMy WebLinkAboutMISC LETTERS9801 South Ocean Drive, Jensen
(772)229-2930
FAX (772) 229-990t,
Beach, FL 34957
St Cocie coUh
August 6, 2013 tY
Mr. Bergevin
192 Nettles Blvd
Jensen Beach, Fl 34957
RE: 192 Nettles Blvd
Nettles Island Inc. has no objection to the house plans as submitted, drawn by Mel-Ry
Construction Inc.
Respectfully,
Ups Hr
William Harkins
Operations Manager
Tom Bellavance
Architectural Committee
Cc: Joan Thayer, LCAM, File
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CRESWELL ENGINEERS & CONSTRUCTORS, INC.
4459 SE Kubin Ave.
Stuart, FL 34997
(772) 215-0156
(772) 221-0530 (fax)
Matorsna,bellsouth.net
St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, FL 34982
SCANNED
St. LucieY
County
November 12, 2013
Subject: j Neftles) — Bergevin Residence — Piling Installation Inspection
To Whom It May Concern,
Creswell Engineers and Constructors, Inc. (CECI) is the engineer of record for the
Bergevin residence. We were notified by the general contractor prior to installation of the
pilings for this residence. We have inspected and approve of the processes and
installations of the sub -contractor installing the auger cast pilings.
Should you have any questions, please do not hesitate to call.
Respectfally,
ohn H. Creswell, PE #0040940
CECI Cert of Auth #27002
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C.0ErCI
CRESWEU ENGINEERS & CONSTRUCTORS, INC.
4459 SE Kubin Ave.
Stuart, FL 34997
(772)215-0156
(772) 221-0530 (fax)
ikgators6i,bellsouth.net
November 13, 2013
St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, FL 34982
Subject: Design Criteria for Soil Load Bearing Capacity at 208 Nettles Island
(Esposito Residence) an$,192Nettles�Island (Bergevin Residence)
To Whom It May Concern,
Creswell Engineers and Constructors, Inc. (CECI) is the engineer of record for the
Esposito and Bergevin residences. Exploratory soil tests were performed on both building
lots and resulted in nearly identical results. The results showed a high presence of organic
material in the soils, which will not support a typical slab on grade foundation.
CECI designed both houses to be supported by auger cast piles with concrete beams
traversing between the auger piles. All of the loads of the house are transmitted through
the beams and into the auger cast piles and not into the soils. The design assumes that
there is NO contribution of the soil to react the loads of the house. Succinctly stated:
Soil Load Bearing Capacity = 0.00 PSF.
Should you have any questions, please do not hesitate to call.
Respectfully,
�Creswell;.PE 40040940
CECI Cert of Autli #2Z002
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