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Home My WebLink AboutINSPECTION REPORTM L Engineering II. . Consulting Engineers Threshold Inspector 2030 37" Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mleneineerineinc.com Project No. 17-..W Report No. 1 Building Official: Joe Cicio, SLC Plans Examiner Contractor: Khris McConnell— Structure -Con Project Manager: Gene Ross, Elliott Merrill File SCANNED BY St. Lucie County THRESHOLD INSPECTION REPORT OCEAN HARBOR NORTH BUILDING E 5167 NORTH HWY AIA, FT. PIERCE, FLORIDA 34949 SLC BUILDING PERMIT NUMBER: 1708-0101 PROJECT NAME: Ocean Harbor North —Bldg E DATE: December 29, 2017 CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Khris McConnell INSPECTED BY: Michael Lue WEATHER: Overcast Cool WORK INSPECTED: Unit 501 OBSERVATIONS: Demolition is completed. There are (13) PT cables within the area being repaired at the southwest corner which have been locked off and spliced with new anchors. One of the thirteen cables were found to be dead, meaning the cable was broken prior to the start of the repairs. Further investigation will be required to investigate and locate the break in the cable. The extent of the repairs will have to be determined based on the location of the break. All reinforcing is in place and coated with corrosion inhibitor. RECOMMENDATIONS: 1. Provide pvc chairs under the bars to provide the required concrete clearances. 2. The PT specialist to locate the break in the one broken cable. 3. Provide a 44 bar at the outer edges of the balconies at the 45 degree comers. 4. Pour the first sequence of concrete around the locks so that the cables may be stressed in sequence and the locks can be later removed 5. Provide #4 hairpin with 12" legs around curved cable at the southwest comer of the balcony ,6puu14.4 �` N'CHONy '•.. ,,'I FL 0� --''�oFIssIOX4 < Page 1 of 2 M L Engineering IL.. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 w .mleneineerineinc.com Project No. 17-io'iY Building Official: Contractor: Project Manager: File Report No. 1 Joe Cicio, SLC Plans Examiner Khris McConnell — Structure -Con Gene Ross, Elliott Merrill Pic 1 Unit 501 Balcony South east corner Provide ff4 bar along edge at comer Seal open end of alum screen enclosure column from below to avoid being filled with concrete Broken cable found Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37'h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 w .mleneineerineinc.com PROJECT NAME: CLIENT: CONTRACTOR: Project No. 17-1au Building Official: Contractor: Project Manager: File Report No. 2 Joe Cicio, SLC Plans Examiner Khris McConnell— Structure -Con Gene Ross, Elliott Merrill THRESHOLD INSPECTION REPORT OCEAN HARBOR NORTH BUILDING E 5167 NORTH HWY Al A, FT. PIERCE, FLORIDA 34949 SLC BUILDING PERMIT NUMBER: 1708-0101 Ocean Harbor North — Bldg E Elliott Merrill Community Management Structure Con DATE: February 2, 2018 LOCATION: Vero Beach, Florida PROJECT MGR: Khris McConnell INSPECTED BY: Michael Lue WEATHER: Overcast Cool Units 101 Bc 501 All structural repairs are completed WORK INSPECTED Unit 308 OBSERVATIONS: Demolition is completed at edge repairs. Most of the reinforcing and PT anchors have been cleaned and coated with rust inhibitive primer. Reinforcing bar was added along the comer where the edge cracks occurred. The existing PT cable ends were left too long and are too close to the slab edge. No PT cables had to be locked off or spliced at this time. RECOMMENDATIONS: 1. Cut all PT cable ends back closer to the anchors. Provide a greased protector cap and grout PT pockets with a high strength non -shrink grout. 2. Adjust the added reinforcing edge bar along the corner to maintain a minimum of 1-1/2" concrete cover. 3. Coat all existing concrete surfaces with bonding agent prior to repouring concrete at repaired areas. 4. Re -pour are repaired areas with the recommended high strength repair mortar. n�LC�L�II�%h��i L! LAPB 1 6 HD i Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3Th Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlengineeringine.com Project No. 17-ilm Building Official: Contractor: Project Manager: File Pic 1 Unit 308 North west comer Pic 3 Unit 308 Report No. 2 Joe Cicio, SLC Plans Examiner Khris McConnell — Structure -Con Gene Ross, Elliott Merrill All reinforcing at repaired areas coated with corrosion inhibitor Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www. mlensineerinainc. com Project No. 17-iau Building Official: Contractor: Project Manager: File Report No. 1 Joe Cicio, SLC Plans Examiner Khris McConnell — Structure -Con Gene Ross, Elliott Merrill THRESHOLD INSPECTION REPORT OCEAN HARBOR NORTH BUILDING E 5167 NORTH HWY AIA, FT. PIERCE, FLORIDA 34949 SLC BUILDING PERMIT NUMBER: 1708-0101 PROJECT NAME: Ocean Harbor North —Bldg E DATE: December 29, 2017 CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Khris McConnell INSPECTED BY: Michael Lue WEATHER: Overcast Cool WORK INSPECTED: Unit 501 OBSERVATIONS: Demolition is completed. There are (13) PT cables within the area being repaired at the southwest comer which have been locked off and spliced with new anchors. One of the thirteen cables were found to be dead, meaning the cable was broken prior to the start of the repairs. Further investigation will be required to investigate and locate the break in the cable. The extent of the repairs will have to be determined based on the location of the break. All reinforcing is in place and coated with corrosion inhibitor. RECOMMENDATIONS: I. Provide pvc chairs under the bars to provide the required concrete clearances. 2. The PT specialist to locate the break in the one broken cable. 3. Provide a #4 bar at the outer edges of the balconies at the 45 degree corners. 4. Pour the first sequence of concrete around the locks so that the cables may be stressed in sequence and the locks can be later removed 5. Provide #4 hairpin with 12" legs around curved cable at the southwest comer of the balcony Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37'h Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 www.mlengineeringinc.com Project No. 17-iau Building Official: Contractor: Project Manager: File O1 Balcony east comer Report No. 1 Joe Cicio, SLC Plans Examiner Khris McConnell — Structure -Con Gene Ross, Elliott Merrill #4 bar along edge at comer t end of alum screen enclosure column from avoid being filled with concrete cable found APR 1 6 RECD Page 2 of 2 M M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlentrinecringinc.com do Project No. 17-180 Building Official: Contractor: Project Manager: File Report No. 2 Joe Cicio, SLC Plans Examiner Khris McConnell — Structure -Con Gene Ross, Elliott Merrill THRESHOLD INSPECTION REPORT OCEAN HARBOR NORTH BUILDING E 5167 NORTH HWY AIA, FT. PIERCE, FLORIDA 34949 SLC BUILDING PERMIT NUMBER: 1708-0101 PROJECT NAME: Ocean Harbor North — Bldg E DATE: February 2, 2018 CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Khris McConnell INSPECTED BY: Michael Lue WEATHER: Overcast Cool Units 101 & 501 All structural repairs are completed WORK INSPECTED Unit 308 OBSERVATIONS: Demolition is completed at edge repairs. Most of the reinforcing and PT anchors have been cleaned and coated with rust inhibitive primer. Reinforcing bar was added along the corner where the edge cracks occurred. The existing PT cable ends were left too long and are too close to the slab edge. No PT cables had to be locked off or spliced at this time. RECOMMENDATIONS: 1. Cut all PT cable ends back closer to the anchors. Provide a greased protector cap and grout PT pockets with a high strength non -shrink grout. 2. Adjust the added reinforcing edge bar along the comer to maintain a minimum of 1-1/2" concrete cover. 3. Coat all existing concrete surfaces with bonding agent prior to repouring concrete at repaired areas. 4. Re -pour are repaired areas with the recommended high strength repair mortar. Page 1 of 2 4 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3Th Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlenaineeringine.com Project No. 17-180 Building Official: Contractor: Project Manager: File Pic 1 Unit 308 North west comer Pic 3 Unit 308 Report No. 2 Joe Cicio, SLC Plans Examiner Khris McConnell — Structure -Con Gene Ross, Elliott Merrill All reinforcing at repaired areas coated with corrosion inhibitor Page 2 of 2