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Home My WebLink AboutINSPECTION REPORTM L Engineering, Inc. Consulting Engineers 203037�Avenuc Vero Beack Florida 32960 Phone (772) 569-1257 Piet (772) 569-4041 mlenginwringine.com Project No. 15-175 Report No. 4 cc: Gene Ron Elliott Merrill Bob Stark structure -Con. Carl Peterson SLC Bldg Dept File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBEQ�SAC-11W, -�JIT PROJECT NAME: Ocean Harbor - South DATE: October 5, 2015 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft, Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Randy Fitzgerald INSPECTED BY: Mike Lue WEATHft. ,� WORK INSPECTED: St. Py — Units 309 tuu� C01AW On site meeting as requested by Randy with Structure Con. Balcony is shored. The (3) cables in the E/W direction that is to be replaced has been locked off and distressed behind the work area. The cable running in the N/S direction along the balcony edge behind the bursting bars that are to be repaired is also locked off and distressed. The corrosion of the bursting bars along the east balcony edge continues out to the north edge beyond the area we first anticipated. Structure Con should continue the repairs towards the north edge. Contractor should first verify if there are any pt cables in the EAV direction that may affect the work at that area prior to completing the demo work. Replacement of the three pt cables to be sequenced with the concrete repairs - �Zm� py Al), /Z 1 Wic4b A e, P.E. O� LLi Pic I Corrosion of the bursting bars continue out to edge Verify if any pt cables in this direction before completing the demo at edge Cables locked off in both directions M L Engineering, Inc. Pr6j ect No. 15-175 Report No. 6 Consulting Engineers cc: Gene Ross Elliott Merrill 2030 37� Avenue Bob Stark structure -Con. Vero Beach, Florida 32960 Car] Peterson SLC Bldg Dept Phone (772) 569-1257 Randy Fitzgerald Structure -Con Fax (772) 569-4041 File mlengineeringine.com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AlA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: jffN0;1j;5;g0,7&,020;1T PROJECT NAME: Ocean Harbor - South DATE: December 21, 2015 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Randy Fitzgerald INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Units 3 09, 1116 & 1216 Final inspection All structural repairs have been completed in substantial accordance with the design and permitted documents. A final certification letter of completion will be issued The following miscellaneous items were observed which are to be corrected: Unit 309 Clean the caulk off the top of the fasteners on the shutter track Unit 1216 The bottom rail is missing a fastener to the guard rail post on the balcony, install fastener. P7 Z�' Z Sic fs�T_ -Z- �Z- P L Michael A. Lue, P.E. M L Engineering, Inc. Project No. 15-175 Report No. 4 Consulting Engineers cc: Gene Ross Elliott Merrill 2030 37� Avenue Bob Stark Structure -Con. Vero Beach, Florida 32960 Carl Peterson SLC Bldg Dept Phone (772) 569-1257 File Fax (772) 5694041 mlenginceringinc.com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AlA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER SL�7�_� PROJECT NAME: Ocean Harbor � South DATE: October 5, 2015 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Randy Fitzgerald INSPECTED BY: Mike Lue WORK INSPECTED: Units 309 WEATHER: Sunny On site meeting as requested by Randy with Structure Con. Balcony is shored. The (3) cables in the E1W direction that is to be replaced has been locked off and distressed behind the work area. The cable running in the N/S direction along the balcony edge behind the bursting bars that are to be repaired is also locked off and distressed. The corrosion of the bursting bars along the east balcony edge continues out to the north edge beyond the area we first anticipated. Structure Con should continue the repairs towards the north edge. Contractor should first verify if there are any pt cables in the E/W direction that may affect the work at that area prior to completing the demo work. Replacement of the three pt cables to be sequenced with the concrete repairs Pic 1 Corrosion of the bursting bars continue out to edge Verify if any pt cables in this direction before completing the demo at edge Cables locked off in both directions iN I'l e, P.E. 01 P� 0