HomeMy WebLinkAboutLetter - Threshold Inspection reportM L Engineering Inc.
2030 —371' Avenue
Vero Beach, Florida 32960
Phone: (772) 569-1257
Fax: (772) 569-4041
February 2, 2018
Mr. Joe Cicio, Plans Examiner
St. Lucie County Building Department
Planning & Development Services
2300 Virginia Avenue
Ft. Pierce, FL 34982
RE: Ocean Harbor North Condominiums — Building A
5151 North Hwy AlA
Ft. Pierce, FL 32949
Engineer's Project No.: 17-180
St. Lucie County Bldg. Permit No. 1708-0100
Dear Mr. Cicio,
Please see the enclosed signed and sealed threshold inspection report #1 dated 02/02/18 for the
above noted project. Copies of this report have been emailed to the parties listed below.
If you should need anything further, please do not hesitate to contact our office. Thank you.
Respectfully,
i
hr' tine Jackman
Office Manager
Encl:
Cc: Gene Ross — Elliott Merrill
Khris McConnell — Project Manager, Structure -Con
FEB 7 HECD D
M L Engineering, Inc. 2030 37th Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1
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M L Engineering Inc. Project No. 17-180
Report No.1
Consulting Engineers
Building Official:
Joe Cicio, Plans Examiner
Threshold Inspector
Contractor:
Khris McConnell, Structure -Con
2030 371 Avenue
Project Manager:
Gene Ross, Elliott Merrill.
Vero Beach, Florida 32960 File
Phone: (772)569-1257
Fax: (772)569-4041
www.mlengineeringinc.com
THRESHOLD INSPECTION REPORT
OCEAN HARBOR NORTH BUILDING A
5151 NORTH HWY AIA, FT. PIERCE, FLORIDA
34949
SLC BUILDING PERMIT NUMBER: 1708-0100
PROJECT NAME:
Ocean Harbor North — Bldg A DATE:
February 2, 2018
CLIENT:
Elliott Merrill Community Management LOCATION:
Vero Beach, Florida
CONTRACTOR:
Structure -Con PROJECT MGR:
Mr. Khris McConnell
INSPECTED BY:
Michael Lue WEATHER:
Sunny, cool
WORK INSPECTED:
Units 411, 511, 611, & 711
Concrete slab in this building are reinforced concrete and not a post tensioned slab.
OBSERVATIONS:
All repairs were mostly along the slab edges as indicated in the repair plan.
The full depth or surface spalls originally assessed at Unit 511 were not required. The damages were found to hairline
cracks in the slab with no corroded reinforcing bars. The cracks in the slab caused failure of the tile bond to the slab
which was thought to be spalling concrete. The cracks were epoxied.
The damages at the slab corners were due to no reinforcing bars along the edge in the existing construction and
compounded by the handrail post being in a cored pocket right at the corner of the slab. A #4 reinforcing bar was added
along the slab edge at the corner to minimize or alleviate future cracking.
RECOMMENDATIONS:
All structural repairs have been completed in compliance with the design documents
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