HomeMy WebLinkAbout21-145B Ocean Harbor South - Rep 3 - 03.08.22M L Engineering Inc.
Consulting Engineers
Threshold Inspector
2030 37th Avenue
Vero Beach, Florida 32960
Phone: (772) 569-1257
Fax: (772) 569-4041
www.mlengineeringinc.com
Project No. 21-145B Report No. 3
Client:
Building Official:
Contractor:
File
Mr. Gene Ross- Elliott Merrill
SLC Building Department
Mr. Bob Stark-Structure-Con
Mr. Khris McConnell-Structure Con
Page 1 of 3
OCEAN HARBOR SOUTH CONDOMINIUMS
4200 NORTH HWY A1A – SOUTH BLDG – BLDG. B
THRESHOLD INSPECTION REPORT
SLC BUILDING PERMIT NUMBER: 2106-0288
PROJECT NAME: Ocean Harbor South – Bldg. B DATE: March 8, 2022
CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL
CONTRACTOR: Structure-Con PROJECT MGR: Khris McConnell
INSPECTED BY: Todd Rhoten WEATHER: Sunny
WORK INSPECTED:
Units 409 & 609 – Demo & pre-pour.
OBSERVATIONS:
Post shores are in place from the ground floor up to the bottom of the sixth-floor slab.
Unit 409
• The north balcony edge has been removed and (6) uniform post tension (PT) cables were located.
• The (2) #4 bursting bars behind the PT cable anchors are corroded.
• The west balcony edge was sounded and the concrete is in serviceable condition.
• Remnants of the original railing posts were left in the slab when the railings were cut off and replaced with
surface mounted railings several years ago.
Unit 609
• A new PT cable section has been spliced to the broken uniform cable.
• Anchor plates have been placed at the balcony edge and the edge repair was poured.
• Remnants of the original railing posts were left in the slab when the railings were cut off and replaced with
surface mounted railings several years ago.
RECOMMENDATIONS:
Unit 409
• All railing post remnants to be removed at the balcony edge.
• Lock off (6) PT cables to replace the corroded bursting bars along the north balcony edge.
Unit 609
• All railing post remnants to be removed at the balcony edge.
• Re-stress the PT cable and provide a new sleeve.
• Provide (2) new #5 dowels under the sliding glass door track and epoxy 6” into the existing column, parallel to
the door.
• The existing PT cable sleeves running in the east to west direction require repair.
• Power tool clean and coat all exposed reinforcing bars prior to new concrete placement.
______________________________ _________________________________
Michael Lue, P.E. Todd Rhoten
M L Engineering Inc.
Consulting Engineers
Threshold Inspector
2030 37th Avenue
Vero Beach, Florida 32960
Phone: (772) 569-1257
Fax: (772) 569-4041
www.mlengineeringinc.com
Project No. 21-145B Report No. 3
Client:
Building Official:
Contractor:
File
Mr. Gene Ross- Elliott Merrill
SLC Building Department
Mr. Bob Stark-Structure-Con
Mr. Khris McConnell-Structure Con
Page 2 of 3
Pic 1 – 09 stack
North elevation
Pic 2 – Unit 409
Corroded bursting bars along the north edge of the
balcony.
Pic 3 – Unit 409
Corroded PT cable anchor.
M L Engineering Inc.
Consulting Engineers
Threshold Inspector
2030 37th Avenue
Vero Beach, Florida 32960
Phone: (772) 569-1257
Fax: (772) 569-4041
www.mlengineeringinc.com
Project No. 21-145B Report No. 3
Client:
Building Official:
Contractor:
File
Mr. Gene Ross- Elliott Merrill
SLC Building Department
Mr. Bob Stark-Structure-Con
Mr. Khris McConnell-Structure Con
Page 3 of 3
Pic 4 – Unit 609
New PT cable splice coupler.
Pic 5 – Unit 609
Edge repair at new PT cable end.