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Home My WebLink AboutPROJECT INFORMATIONti M L Engineering, Inc. Consulting Engineers 2030 371° Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringinc.com SCANNED BY St. Luce County Project No. 16-175 Report No. 1 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS° 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: May 11, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: clear , hot 900 WORK INSPECTED: Building B — South Building — Unit 209 Demolition has been in progress an almost complete except that at the east door additional excavation is required due to severely corroded bars found under the east door track. Observations Slab edges The slab edges and surface spalls have been excavated. There are (4) pt cables along the north edge that where the existing anchors were located too far back in from the slab edges. New cables and anchors were placed by the PT specialist to repair the slab edge. All reinforcing at these areas have been cleaned and coated with a corrosion inhibitor and this area can be poured. Surface spalls East Door The bars are severely corroded with a greater than 20% loss of sections under the door going into the unit. New #6 additional reinforcing is required to be either spliced with the proper lap lengths or epoxy anchor new dowels with a minimum of 6" epoxy embedment. A dust wall will be required at this door. North Door The reinforcing at these areas do not need replacement and the existing bars can be cleaned and coated. The sliding glass doors can remain, however the door track anchors in the bottom track are to be replaced with new diameter stainless steel tapcons with 1" max embedment in holes sealed with polyurethane sealant. It appears that moisture was migrating into the slab through the existing fastener holes which contributed to the deterioration. North wall There is one deteriorated bar in the north south direction coming out of the wall that needs replacement. Provide new #4 dowel with 4" epoxy embedment and lapped to the existing bar. L M L Engineering, Inc. Consulting Engineers 2030 37" Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mleagineeringine.com f; ._ '�:r rosriti i �r'zw Project No. 16-175 Report No.1 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File Plc2 East Door Corroded bars under door that will require additional bars. See closer view in Pic 3 Pic 3 Bar is corroded almost completely through under the door pan 2 M L Engineering, Inc. jI ANNED Project No. 16-175 Report No. 2 Consulting Engineers cc: Gene Ross Elliott Merrill 2030 37° Avenue BY Bob Stark Structure -Con. Vern Beach, Florida 32960 St. Lucie County Joe Cicio SLC Bldg Dept Phone (772) 569-1257 File Fax (772)569-4041 mlengineeringinc.com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: May 30, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: clear, hot 90' WORK INSPECTED: Building B — South Building Unit 209 Final All concrete repairs to unit has been completed. The aluminum screen enclosure at unit 109 below is to be painted and re -screened. Unit 410 — Work in progress The demolition is complete and the reinforcing bars have been cleaned and coated with corrosion inhibitor. The floor spall has been approved for concrete pour. The column dowels are to be moved within the column ties and bent back into the column to provide the maximum possible concrete cover, prior to placing concrete. Column Repair M L Engineering, Inc. Project No. 16-175 Report No. 3 Consulting Engineers cc: Gene Ross Elliott Merrill 2030 37" Avenue SCANNED Bob Stark Structure -Con. Vero Beach, Florida 32960 Joe Cicio SLC Bldg Dept Phone (772) 569-1257 BY File Fax (772)5694041 mlengineeringinc.mm St. Lucie Gounb OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: June 9, 2017 CLIENT: Elliott Merrill Community Mgt. CONTRACTOR: Structure -Con INSPECTED BY: Mike Lue WORK INSPECTED: Building B — South Building Unit 209 Final -Completed LOCATION: Ft. Pierce, Florida PROJECT MGR: Khris McConnell WEATHER: clear, hot 90' Unit 410 Final- Completed except the bottom shutter track is to be placed. Note inserts to be placed in holes filled with urethane sealant. Unit 411 Work in progress All deteriorated areas have been excavated and the existing reinf cleaned and coated with corrosion inhibitor per plans. Add a #4 bar in ceiling area next to corroded bar with 24" lap each side of corroded section. Remove section of dove tail extrusion in column section Pour areas with the specified repair mortars M L Engineering, Inc. Consulting Engineers 2030 37" Avenue Vero Beach, Florida 32960 Phone (772)569-1257 Fax (772) 5694041 mlengineeringinc.com Project No. 16-175 Report No. 3 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File Unit 411— ceiling spall Add #4 bar next to corroded bar with 24" lap each side Corroded bar above door head 2 M L Engineering, Inc. Project No. 16-175 Report No. 4 Consulting Engineers SCANNED cc: Gene Ross Elliott Merrill 2030 3r Avenue B Bob Stark Structure -Con. Vero Beach, Florida 32960 Phone (772) 569-1257 r r St. Lucie County Joe Cicio File SLC Bldg Dept Fax (772)569-4041 mlengineeringine.com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: June 19, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: clear, hot 90' WORK INSPECTED: Building B Unit 809 South Building Observations Demolition was complete at the balcony edges but further demolition is required at the ceiling and surface areas noted on the repair plan. Reinforcing has been cleaned and coated as per specs, additional support chairs are required under bottom bars There are 14 post tension cables affected, most of which have been locked off and spliced, others have been block out to be spliced after the first pour. Note that this repair has affected all (14) the post tension cables on the entire balcony edge. Recommendations Provide support chairs under the bottom bars to insure a minimum concrete cover of 1 '/2". Clean and coat all reinforcing bars with corrosion inhibitor as per plans. Pour between the cables as sequenced by the post tension sub -contractor. PT cables may be restressed only after a minimum compressive strength of 3,000 psi has been achieved. Continue demolition at other deteriorated areas as plan. Provide new stainless steel anchors for railing posts base plates :.ia.G Til401urig�c�-ida®1_1i.` �_\A� -_ M L Engineering, Inc. Consulting Engineers 2030 37� Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 ndengineeringinc.com SCANNED BY St. Lucie County Project No. 16-175 cc: Gene Ross Bob Stark Joe Cicio File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 Report No. 5 Elliott Merrill Structure -Con. SLC Bldg Dept PROJECT NAME: Ocean Harbor South- Bldg B DATE: September 29, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Overcast WORK INSPECTED: Building B Unit 411 & 809 South Building Observations Unit 411 There was a ceiling repair which was located on each side of the sliding glass door. The contractor has repaired the stucco at the repair and painted to match existing surrounding areas. The door track does not have any caulking on the exterior side of door. The contractor shall provide a strip of caulking to match existing. Unit 809 All repairs are complete and guardrails were re -installed with new fasteners. The hurricane shutter track was set too high and the shutters are in -operable. The track shall be adjusted so the shutters work properly. M L Engineering, Inc. Consulting Engineers 203037' Avenue Vero Beach, Florida 32960 Phone(772) 569-1257 Fax (772) 569-4041 mlengineeringinc.com Project No. 16-175 cc: Gene Ross Bob Stark Joe Cicio File Report No. 5 Elliott Merrill Structure -Con. SLC Bldg Dept Plc 1 Unit 411 -balcony ceiling repair with no caulking at door track 2 M L Engineering, Inc. Project No. 16-175 Report No. 6 Consulting Engineers Jl ANNED cc: Gene Ross Elliott Merrill 2030 37' Avenue Bob Stark structure -Con. Vero Beach, Florida 32960 Lucie Joe Cicio SLC Bldg Dept Phone (772) 569-1257 3t Lucie County File Fax (772) 5694041 `Y mlengineeringinc.com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B - DATE: October 11, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Building B Unit 411 & 809 South Building Observations The contractor has corrected the deficiencies from the last report as follows: Unit 411 A strip of caulking has been placed along the sliding glass door top track to match existing. Unit 809 The hurricane shutter track has been adjusted and the shutters work properly. r{.urrtCA rry AN7 v�CEIV �Ti4TE OF .. .40ye, P.E. s0/.�R1� G ANAL"EN . �rr�rrer>fi�� 1 M L Engineering, Inc. ' Consulting Engineers 2030 371h Avenue SCANNED Vero Beach, Florida 32960 Phone (772) 569-1257 BY Fax (772) 5694041 St. Lucie County mlengineeringinc.com Proi:,le. No. 16-175 Report No. 5 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AlA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER 1608-Oi 15 PROJECT NAME: Ocean Harbor South- Bldg B DATE: September 29, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Overcast WORK INSPECTED: Building B FILtz Unit in & 809 South Building0 Py Observations Unit 411 There was a ceiling repair which was located on each side of the sliding glass door. The contractor has repaired the stucco at the repair and painted to match existing surrounding areas. The door track does not have any caulking on the exterior side of door. The contractor shall provide a strip of caulking to match existing. Unit 809 All repairs are complete and guardrails were re -installed with new fasteners. The hurricane shutter track was set too high and the shutters are in -operable. The track shall be adjusted so the shutters work properly. FE9 OCT - 9 = 4 M L Engineering, Inc. Consulting Engineers 2030 371h Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringinc.com Pr ioi ' No. 16-175 Report No. 5 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File Pic 1 Unit 411 -balcony ceiling repair with no caulking at door track M L Engineering, Inc. Pr(q..:. No. 16-175 Report No. 5 Consulting Engineers SCANNED cc: Gene Ross Elliott Merrill 2030 371h Avenue BY Bob Stark Structure -Con. Vero Beach, Florida 32960 Joe Cicio SLC Bldg Dept Phone (772) 569-1257 St. Lucie Countv File Fax (772) 569-4041 mlengineeringinc.com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: September 29, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Overcast WORK INSPECTED: Building B FILE Unit 411 & 809 South Building Observations Unit 411 There was a ceiling repair which was located on each side of the sliding glass door. The contractor has repaired the stucco at the repair and painted to match existing surrounding areas. The door track does not have any caulking on the exterior side of door. The contractor shall provide a strip of caulking to match existing. Unit 809 All repairs are complete and guardrails were re -installed with new fasteners. The hurricane shutter track was set too high and the shutters are in -operable. The track shall be adjusted so the shutters work properly. -.4k M L Engineering, Inc. Consulting Engineers 2030 37" Avenue Vero Beach, Florida 32960 Phone(772) 569-1257 Fax (772) 5694041 mlengineeringinc.com PrGj ," No. 16-175 cc: Gene Ross Bob Stark Joe Cicio File Report No. 5 Elliott Merrill Structure -Con. SLC Bldg Dept Pic 1 Unit 411 -balcony ceiling repair with no caulking at door track M L Engineering, Inc. Prq,- , No. 16-175 Report No. 5 Consulting Engineers cc: Gene Ross Elliott Merrill 2030371°Avenue �I:HI�INED Bob Stark Structure -Con. Vero Beach, Florida 32960 Phone 569-1257 pv B Joe Cicio SLC Bldg Dept (772) T File Fax (772)5694041 �t.LucieCounty ndengineeringinc.com 1 HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: September 29, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Overcast WORK INSPECTED: Building B Unit 411 & 809 South Building 00F)PY Observations � � _ Unit 411 There was a ceiling repair which was located on each side of the sliding glass door. The contractor has repaired the stucco at the repair and painted to match existing surrounding areas. The door track does not have any caulking on the exterior side of door. The contractor shall provide a strip of caulking to match existing. Unit 809 All repairs are complete and guardrails were re -installed with new fasteners. The hurricane shutter track was set too high and the shutters are in -operable. The track shall be adjusted so the shutters work properly. M V OCT - 9 = M L Engineering, Inc. ' Consulting Engineers 2030 371h Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772) 5694041 mlengineeringinc.com Pru' juut No. 16-175 cc: Gene Ross Bob Stark Joe Cicio File Report No. 5 Elliott Merrill Slrucmre-Con. SLC Bldg Dept Plc 1 Unit 411 -balcony ceiling repair with no caulking at door track 2 r M L Engineering, Inc. Consulting Engineers SCANNED 2030 37" Avenue BY Vero Beach, Florida 32960 Phone (772) 569-1257 St. Lucie Count%, Fax (772)569-4041 mlengineeringinc.com Project iio. 16-175 Report No. 4 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: June 19, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Luc WEATHER: clear, hot 90' WORK INSPECTED: Building B Unit 809 South Building Observations Demolition was complete at the balcony edges but further demolition is required at the ceiling and surface areas noted on the repair plan. Reinforcing has been cleaned and coated as per specs, additional support chairs are required under bottom bars There are 14 post tension cables affected, most of which have been locked off and spliced, others have been block out to be spliced after the first pour. Note that this repair has affected all (14) the post tension cables on the entire balcony edge. Recommendations Provide support chairs under the bottom bars to insure a minimum concrete cover of 1 r/z". Clean and coat all reinforcing bars with corrosion inhibitor as per plans. Pour between the cables as sequenced by the post tension sub -contractor. PT cables may be restressed only after a minimum compressive strength of 3,000 psi has been achieved. Continue demolition at other deteriorated areas as plan. Provide new stainless steel anchors for railing posts base plates M L Engineering, Inc. Consulting Engineers 2030 37"Avenue Vero Beach, Florida 32960 Phone(772) 569-1257 Fax (772)569-4041 mlengineeringinc.com Project i4o. 16-175 Report No. 4 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File Plc 1 East balcony edge showing extent of pt cable splices Pic 2 North balcony edge Pic 3 Ceiling spall require further demolition 2 M L Engineering, Inc. $(,(�NIVtu Consulting Engineers 203037' Avenue BY Vero Beach, Florida 32960 St. Lucie County Phone (772) 569-1257 Fax (772) 5694041 mlenginmringinc.com Project No. 16-175 Report No. 4 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: June 19, 2017 CLIENT: Elliott Merrill Community Mgt. CONTRACTOR: Structure -Con INSPECTED BY: Mike Lue WORK INSPECTED: Building B Unit 809 South Building LOCATION: Ft. Pierce, Florida PROJECT MGR: Khris McConnell WEATHER: clear, hot 90' Observations Demolition was complete at the balcony edges but further demolition is required at the ceiling and surface areas noted on the repair plan. Reinforcing has been cleaned and coated as per specs, additional support chairs are required under bottom bars There are 14 post tension cables affected, most of which have been locked off and spliced, others have been block out to be spliced after the first pour. Note that this repair has affected all (14) the post tension cables on the entire balcony edge. Recommendations Provide support chairs under the bottom bars to insure a minimum concrete cover of 1 %2". Clean and coat all reinforcing bars with corrosion inhibitor as per plans. Pour between the cables as sequenced by the post tension sub -contractor. PT cables may be restressed only after a minimum compressive strength of 3,000 psi has been achieved. Continue demolition at other deteriorated areas as plan. Provide new stainless steel anchors for railing posts base plates M L Engineering, Inc. Consulting Engineers 2030 37a Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772) 569AO41 n lengineeringinc.com Project No. 16-175 Report No. 4 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File Plc 1 East balcony edge showing extent of pt cable splices Pic 2 North balcony edge Pic 3 Ceiling spall require further demolition M L Engineering, Inc. �)UANNED ProjecTNo. 16-175 Report No. 4 Consulting Engineers BY cc: Gene Ross Elliott Merrill 2030 37" Avenue 7l ucle CQljn�y Bob Stark Structure -Con. Vero Beach, Florida 32960 Joe Cicio SLC Bldg Dept Phone (772) 569-1257 File Fax (772) 5694041 mlengineeringine.com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B CLIENT: Elliott Merrill Community Mgt. CONTRACTOR: Structure -Con INSPECTED BY: Mike Lue WORK INSPECTED: Building B Unit 809 South Building DATE: June 19, 2017 LOCATION: Ft. Pierce, Florida PROJECT MGR: Khris McConnell WEATHER: clear. hot 90' Observations Demolition was complete at the balcony edges but further demolition is required at the ceiling and surface areas noted on the repair plan. Reinforcing has been cleaned and coated as per specs, additional support chairs are required under bottom bars There are 14 post tension cables affected, most of which have been locked off and spliced, others have been block out to be spliced after the first pour. Note that this repair has affected all (14) the post tension cables on the entire balcony edge. Recommendations Provide support chairs under the bottom bars to insure a minimum concrete cover of 1 %". Clean and coat all reinforcing bars with corrosion inhibitor as per plans. Pour between the cables as sequenced by the post tension sub -contractor. PT cables may be restressed only after a minimum compressive strength of 3,000 psi has been achieved. Continue demolition at other deteriorated areas as plan. Provide new stainless steel anchors for railing posts base plates , ,/;F NOW F M L Engineering, Inc. Pra.: i No. 16-175 Report No. 3 Consulting Engineers cc: Gene Ross Elliott Merrill 203037u Avenue SCANNED Bob Stark Structure -Con. Vero Beach, Florida 32960 V Joe Cicio SLC Bldg Dept Phone (772) 569-1257 BY File Fax (772) 569-4041 St. Lucie Countv mlengineeringi nc. com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: June 9, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: clear, hot 90' WORK INSPECTED: Building B — South Building Unit 209 Final -Completed Unit 410 Final- Completed except the bottom shutter track is to be placed. Note inserts to be placed in holes filled with urethane sealant. Unit 411 Work in progress All deteriorated areas have been excavated and the existing reinf cleaned and coated with corrosion inhibitor per plans. Add a #4 bar in ceiling area next to corroded bar with 24" lap each side of corroded section. Remove section of dove tail extrusion in column section Pour areas with the specified repair mortars M L Engineering, Inc. Consulting Engineers 2030 376 Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringinc.com Proj_ No. 16-175 Report No. 3 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File 2 M L Engineering, Inc. Consulting Engineers 2030 371h Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772) 569-4041 mlengineeringinc.com SCANNED BY St. Lucie Counh/ Prc,j� ,. No. 16-175 cc: Gene Ross Bob Stark Joe Cicio File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AlA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B CLIENT: Elliott Merrill Community Mgt. CONTRACTOR: Structure -Con INSPECTED BY: Mike Lue WORK INSPECTED: Building B — South Building Unit 209 Final -Completed Report No. 3 Elliott Merrill Structure -Con. SLC Bldg Dept DATE: June 9, 2017 LOCATION: Ft. Pierce, Florida PROJECT MGR: Kkris McConnell WEATHER: clear, hot 90' Unit 410 Final- Completed except the bottom shutter track is to be placed. Note inserts to be placed in holes filled with urethane sealant. Unit 411 Work in progress All deteriorated areas have been excavated and the existing reinf cleaned and coated with corrosion inhibitor per plans. Add a #4 bar in ceiling area next to corroded bar with 24" lap each side of corroded section. Remove section of dove tail extrusion in column section Pour areas with the specified repair mortars L0 M L Engineering, Inc. Consulting Engineers 2030 37" Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringinc, com Project No. 16-175 Report No. 3 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File Unit 411— ceiling spall Add #4 bar next to corroded bar with 24" lap each side Corroded bar above door head `A M L Engineering, Inc. Coflsulting Engineers 2030 371h Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772) 569-4041 ;mlengineeringinc.com �UTANNED BY it liripCour Project Nc-'5-175 Report No. 2 cr die Ross Elliott Merrill : w Stark Structure -Con. Joe Cicio SLC Bldg Dept File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AlA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: May 30, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MqR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: clear, hot 90' WORK INSPECTED: Building B — South Building Unit 209 Final All concrete repairs to unit has been completed. The aluminum screen enclosure at unit 109 below is to be painted, and re -screened. Unit 410 — Work in progress The demolition is complete and the reinforcing bars have been cleaned and coated with corrosion inhibitor. The floor spall has been approved for concrete pour. The column dowels are to be moved within the column ties and bent back into the column to provide the maximum possible concrete cover, prior to placing concrete. Move dowels inside ties for more concrete cover Surface Spall 8 I M L Engineering, Inc. Project Nr, -'6-175 Report No. 2 Cotlsulting Engineers C, to Ross Elliott Merrill SCANNED ' 2030 37" Avenue -a Stark Structure -Con. Vero Beach, Florida 32960 S i Joe Cicio SLC Bldg Dept Phone (772) 569-1257 ;t. Lucie County File Fax (772)569-4041 emlengineerhrginc.corn OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: May 30, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MQR: Khris McConnell INSPECTED BY: Mike Luc WEATHER: clear, hot 90' WORK INSPECTED: Building B - South Building Unit 209 Final All concrete repairs to unit has been completed. The aluminum screen enclosure at unit 109 below is to be painted and re -screened. Unit 410 - Work in progress The demolition is complete and the reinforcing bars have been cleaned and coated with corrosion inhibitor. The floor spall has been approved for concrete pour. The column dowels are to be moved within the column ties and bent back into the column to provide the maximum possible concrete cover, prior to placing concrete. I 'n Move dowels inside ties for more 1 concrete cover Column A. Lue, •y�CENs�°�' NY 4762'A I 1VI L Engineering, Inc. Project N "475 Report No. 2 Consulting Engineers y�1 te- ��_ re Ross Elliott Merrill 2030 37° Avenue OuANNED Bob Stark Structure -Con. Vero Beach, Florida 32960 BY Joe Cicio SLC Bldg Dept Phone (772) 569-1257 County File Fax (772) 569-4041 if 1_ude ,mlengineeringinc.com OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B DATE: May 30, 2017 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Luc WEATHER: clear, hot 90' WORK INSPECTED: Building B — South Building Unit 209 Final All concrete repairs to unit has been completed. The aluminum screen enclosure at unit 109 below is to be painted and re -screened. Unit 410 — Work in progress The demolition is complete and the reinforcing bars have been cleaned and coated with corrosion inhibitor. The floor spall ham s been approved for concrete pour. The column dowels are to be moved within the column ties and bent back into the column to provide the maximum possible concrete cover, prior to placing concrete. Move dowels inside ties for more concrete cover v, (1.'e M L Engineering, Inc. Consulting Engineers 2030 37" Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772) 569AO41 mlengineeringinc.com SCANNED BY St. Lucie County Projr___io.16-175 cc: Gene Ross Bob Stark Joe Cicio File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS° 4200 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0115 PROJECT NAME: Ocean Harbor South- Bldg B CLIENT: Elliott Merrill Community Mgt. CONTRACTOR: Structure -Con INSPECTED BY: Mike Lue Report No.1 Elliott Merrill Structure -Con. SLC Bldg Dept DATE: May 11, 2017 LOCATION: Ft. Pierce, Florida PROJECT MGR: Khris McConnell WEATHER: clear, hot 90' WORK INSPECTED:' Building B — South'Building Demolition has been -in progress an almost complete except that at the east door additional excavation is required due to severely corroded bars found under the east door track. Observations : - - - Slab edges The slab edges and surface "spalls have bien excavated. There are (4) pt cables along the north edge that where the existing anchors were located too far back in from the slab edges. New cables and anchors were placed by the PT specialist to repair the slab edge. All reinforcing at these areas have been cleaned and coated with a corrosion inhibitor and this area can be poured. Surface spalls East Door The bars are severely corroded with a greater than 20% loss of sections under the door going into the unit. New #6 additional reinforcing is required to be either spliced with the proper lap lengths or epoxy anchor new dowels with a minimum of 6" epoxy embedment. A dust wall will be required at this door. North Door The reinforcing at these areas do not need replacement and the existing bars can be cleaned and coated. The sliding glass doors can remain, however the door track anchors in the bottom track are to be replaced with new r/4" diameter stainless steel tapcons with 1" max embedment in holes sealed with polyurethane sealant. It appears that moisture was migrating into the slab through the existing fastener holes which contributed to the deterioration. North wall There is one deteriorated bar in the north south direction coming out of the wall that needs replacement. Provide new 44 dowel with 4" epoxy embedment and lapped to the existing bar. M L Engineering, Inc. Consulting Engineers 203037' Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringinc.00m Proje �o. 16-175 Report No. 1 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Joe Cicio SLC Bldg Dept File Pict East Door Corroded bars under door that will require additional bars. See closer view in Pic 3 Pic 3 Bar is corroded almost completely through under the door pan