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HomeMy WebLinkAboutPROJECT INFORMATIONM L Engineering, Inc. Consulting Engineers 2030 37" Avenue J n L SCANNED Vero Beach, Florida 32960 " i7 1 Phone (772) 569-1257 Fax (772) 569-4041 St. Lucie Count` mlengineeringinc.com Project No. 16-175 Report No. 7 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Carl Peterson SLC Bldg Dept File OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4250 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1608-0114 PROJECT NAME: Ocean Harbor South Bldg A DATE: December 23, 2016 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 A — North Building Balcony repairs Unit 1001 1. The one pt cable at the north east corner has been tensioned and the pocket where the lock off was placed can be poured. 2. Two additional pt cables along the north slab edge required repair due continued corrosion of the reinforcing bars behind the cables along the slab. 3. The reinforcing bars have been cleaned and coated with rust inhibitive primer. The cables have been locked off and spliced. The first pour at these to cables is approved in order to re-tension'the two.cables and will allow the lock to be removed and then the final pour once the concrete has achieved a minimum of 3500 psi 4. Once this pour is completed, the concrete water proofing and the final coating and stucco can be finished. This will complete the repairs to this balcony. m = ysxtrtte„ti ' ;.\G•,�\CENT• �. ..'v' °• "Iwfs OF CS D • �(/; ,SS�ORIp:G���o� �9NAL P 1 berm 1,� ov, .-To �2— M L Engineering, Inc. k- ` Consulting Engineers SCHIVNED 2030 37' Avenue Vero Beach, Florida 32960 BY Phone (772) 569-1257 St. Lucie County Fax (772)569-4041 mlengineeringinc.com PROJECT NAME: CLIENT: CONTRACTOR: INSPECTED BY: Projeci . 16-133A Report No. 5 cc: Gene Ross Elliott Merrill Chris Arias Daniello Const. Carl Peterson SLC Bldg Dept File BRYN MAWR CONDOMINIUMS - B9DG.AAMzA 1 5061 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1606-0042 WORK INSPECTED: Pre -pour inspection Bryn Mawr —Bldg. A Elliott Merrill Community Mgt. Daniello & Assoc. Mike Lue DATE: October 12, 2016 LOCATION: Ft. Pierce, Florida PROJECT MGR: Chris Arias WEATHER: Overcast 6th Floor common walkway slab edge The 1"oose.con6rete along the. slab edge in front of unit 605 has been chipped and corroded reinfoiicing•exposed. The corrosion has been chased to clean bars. The bars are in progress of being cleaned- and coated. The area of edge repair is approximately 3 cubic feet. Concrete pout; �glscli,eduIed for Friday October 14th Slab edge from top OCT 19 2016 M L Engineering, Inc. - Prc,;=_ No. 16-175 Report No. 2 Consulting Engineers cc: Gene Ross Elliott Merrill 2030 371h Avenue Bob Stark Structure -Can. Vero Phone6(772) 569Florida 72960 Aff Carl Peterson SLC Bldg Dept Fax (772)569-4041 mlengineeringinc.com FILL L;Up OCEAN HARBOR SOUTH CONDOMINIUMS CONCRETE REPAIRS 4250 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT l,Hltl SLC BUILDING PERMIT NUMBJ ER: 1608-0114 BY EV PROJECT NAME: Ocean Harbor South Bldg A DATE: OJT10b1PWHMnti CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Overcast slight rain WORK INSPECTED: Building A — North Building Balcony repairs Unit 208 1. There are 3 post tension cables that ae completely corroded and broken in the upper surface of the balcony slab. The pt anchors at the balcony edge are set back in about 12 inches from the slab edge with no pockets. The cables appear to have -been tensioned from the other end of the building on the west side. 2. The anchors on the west elevation are to be located and the cables replaced. The slab should be shored when excavating the balcony slab to place the new section of cable. Unit 508 1. The reinforcing and post tension splice coupler have been coated and taped and are approved for concrete placement at the repair areas. 2. Anchors for the shutter track and guard rail clip should be 1 maximum in length to avoid the possibility of damaging pt cables or touching the column reinforcing. Unit 808 1. There is a large ceiling spall at the underside of the 908 slab above that requires repair that was not on our original list. The two 2 sq ft surface spalls on the list do not require repairs. The edge crack on the southern edge needs as well as the column at the north side needs excavation and repair. Unit 1001 1. The spall at the door threshold has been excavated and found to be loose topping. The concretemeeds to be chipped down further to allow a minimum repair mortar thickness of about 3/8" for adequate bonding. 2. Concrete has been chipped out at the edge spalls on the north and east balcony edges. There are 2 pt anchors on the east and 1 pt anchor on the north balcony edge. There is some corrosion of the pt anchors and bursting bars. The existing reinforcing bars perpendicular to the slab edges were too long and are corroded. 3. Continue cleaning the concrete from the top of the bursting bars just enough to verify if the extent of corrosion and without affecting the live anchors. M L Engineering, Inc. Prc - : No. 16-175 Report No. 2 Consulting Engineers cc: Gene Ross Elliott Merrill 2030 37's Avenue Bob Stark Structure -Con. Vero Beach, Florida 32960 Carl Peterson SLC Bldg Dept Phone (772) 569-1257 File Fax (772)569-4041 mlengineeringinc.com 4. If there is less than 20% loss of section, the bars and anchors can remain and repaired, if not, the cables are to be locked off, de -stressed and replaced per the specs. 6SIn1111112881', �\C ElVS;�;�1 A A\ RI�P�\� [E0IEUVca OCT 2 0 AECD Pic 2 Unit 208 Anchors of the three cables at the balcony edge Note how that these anchors are set back in from the slab edge, and cables may have been pulled from the other end. 2 M L Engineering, Inc. Consulting Engineers 2030 371° Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringinc.com Proj�.t No. 16-175 Report No. 2 cc: Gene Ross Elliott Merrill Bob Stark Structure -Con. Carl Peterson SLC Bldg Dept File Pic 3 Unit 508 Bars coated and ready for concrete repair mortar Pic 5 Unit 1001 East balcony edge Two corroded pt anchors and bursting bars. Note the ends of the cables are too long and not encapsulated back. F. M L Engineering, Inc. Consulting Engineers n1 203037' Avenue jGANNED Vero Beach, Florida 32960 BY Phone (772) 569-1257 Fax (772)569-4041 St. Lucie County 041 mlengineeringinc.com Project No. 16-133A Report No. 4 cc: Gene Ross Elliott Merrill Chris Arias Daniello Const. Carl Peterson SLC Bldg Dept File BRYN MAWR CONDOMINIUMS - BLDG. A 5061 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER 1606-0042 PROJECT NAME: Bryn Mawr—Bldg.A CLIENT: Elliott Merrill Community Mgt. CONTRACTOR: Daniello & Assoc. INSPECTED BY: Mike Lue WORK INSPECTED: In progress concrete repairs DATE: Sept 1, 2016 LOCATION: Ft. Pierce, Florida PROJECT MGR: Chris Arias WEATHER: Sunny Surface Spalling @ Balconies Units 705 & 806 All loose concrete has been chipped and corroded reinforcing exposed. The corrosion has been chased to clean bars. The bars have been power cleaned and coated. Balconies are ready for concrete pour. Pic 1 Unit 705 surface spall @ balcony SEP - 8 RECD 1 M L Engincering, Inc. Consulting Engineers 2030 37ih Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringine.com Project No. 16-133A Report No. 4 cc: Gene Ross Elliott Merrill Chris Arias Daniello Const. Carl Peterson SLC Bldg Dept File Surface spall at unit 504 has been chipped of all loose concrete and corroded reinforcing exposed. The corrosion appears to continue under the door track. The contractor shall chip under the track as far as possible without damaging the door or interior tile. Once the corrosion stops clean and coat as per specifications. Column spalling Unit 201 column is on the final phase of repair, which is the northeast corner. The corrosion has been chased up the column and all bars have been cleaned and coated. The other 2 sides have been poured and concrete cured. Column is ready for concrete pour. M L Engineering, Inc. Proji , ;10. 16-133A Report No. 3 Consulting Engineers , SCANNED cc: Gene Ross Elliott Merrill 2030 37is Avedue BY Chris Arias Daniello Const. Vero Beach, Florida 32960 Carl Peterson SLC Bldg Dept Phone (772) 569-1257 St. Lucie Coun4 ( File Fax (772)569-4041 mlengineeringinc.com BRYN MAWR CONDOMINIUMS - BLDG. A 5061 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBE � . 6'-0092- PROJECT NAME: Bryn Mawr —Bldg. A DATE: Aug 17, 2016 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Daniello & Assoc. PROJECT MGR: Chris Arias INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: In progress concrete balcony repairs Column Spalling Unit 201 (Northwest & Northeast columns) - The corrosion has been chased to the underside on the balcony slab and appears to stop below the second floor slab. The reinforcing has some surface corrosion and will require power tool cleaning and coating with a corrosion inhibitor. Unit 601 (Northwest column) — Hurricane shutter and bottom track has been temporally removed. The concrete has been chipped at the top of slab and corrosion in reinforcing has been chased to clean bars. The reinforcing bars shall be cleaned and coated as per specifications. Unit 201 NW column @ underside of slab M L Engineering, Inc. - Proje�._1o. 16-133A Report No. 3 Consulting Engineers + cc: Gene Ross Elliott Merrill 2030 37' AveNne Chris Arias Daniello Const. Vero Beach, Florida 32960 Carl Peterson SLC Bldg Dept Phone (772) 569-1257 File Fax (772)569-4041 mlengineeringinc.com Surface Soalling JUnit 901— Additional area has been chipped of loose concrete and corrosion has been chased until clean reinforcing was found. This required removing the hurricane shutters and bottom track at the west facing sliding glass door. The reinforcing bars have been cleaned and coated as per design documents and area is ready for concrete pour. Unit 901 Surface spall Concrete pour is scheduled for tomorrow, Thursday August 18, 2016 at 9am °°o°u 1.11 n 881h E e :• v���5 �0 • • ' c1 Vj1.L. `• O SSI OVO °• � r M L Engineering, Inc. Consulting Engineers Vero Bea h,'Florida 32960 DUANNED Phone (772) 569-1257 BY Faz (772) 569-4041 U(;�Q County mlengineeringinc.com 1- ly It r I 11 Project No. 16-133A Report No. 2 cc: Gene Ross Elliott Merrill Chris Arias Daniello Const. Carl Peterson SLC Bldg Dept File BRYN MAWR CONDOMINIUMS - BLDG. A 5061 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: i 6y,0b=404*2' PROJECTNAME: Bryn Mawr —Bldg.A CLIENT: Elliott Merrill Community Mgt. CONTRACTOR: Daniello & Assoc. INSPECTED BY: Mike Lue WORK INSPECTED: DATE: Aug 11, 2016 LOCATION: Ft. Pierce, Florida PROJECT MGR: Chris Arias WEATHER: Sunny In progress concrete balcony & walkway repairs Units 201 & 601 column spalling @ balconies Temporary 3weather barrier walls are in lace but further demjth� s re y corroded reinforcing bars have been exposed to the floor level and corrosion continues down into the slab. The contractor shall continue to chase the corrosion until clean reinforcing is found. This may require demolition to the column at the unit below. Pic 1 Unit 201 NE comer column (south view) Pic 2 Unit 201 NW comer column (south view) The northwest column shall be done in 3 phases. The first phase is to chase the corrosion, clean, coat and repair the south comer of the column. Phase II would be to demolition and repair the northeast corner and the final phase to repair the northwest comer. [ECIEDVE AUG /-4' UD M L Engineering, Inc. Consulting Engineers 2030 37' Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringine.com Project No. 16-133A Report No. 2 cc: Gene Ross Elliott Merrill Chris Arias Daniello Const. Carl Peterson SLC Bldg Dept File Phase III Phase II N) Unit 601 will require removing and re -installing the bottom track of the hurricane shutters and door buck to continue demolition. Corrosion shall be chased until clean bars are found. This may require demolition to the column at the unit below. Pic 5 Unit 601 NW column (north view) M L Engineering, Inc. Project No. Consulting Engineers 2030 371h Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772) 5694041 mlengineeringinc.com Units 201 & 901 surface sDalls All loose concrete has been chipped and corroded reinforcing exposed. minor and the reinforcing will require power tool cleaning and coating. Pic 6 Unit 201 surface spall @ north balcony 16-133A Report No. 2 cc: Gene Ross Elliott Merrill Chris Arias Daniello Const. Carl Peterson SLC Bldg Dept File The corrosion found was Unit 301 slab edge repair All loose concrete has been chipped from the east edge of the balcony. The transverse bars and perimeter bars have surface corrosion. The corrosion has been chased on the perimeter bars to clean reinforcing. The transverse bar corrosion shall be chased, which will require temporary removing the top track of the hurricane shutters at the unit below. -z M L Engineering, Inc. Consulting Engineers 2030 371h Avenue Vero Beach, Florida 32960 Phone (772) 569-1257 Fax (772)569-4041 mlengineeringinc.com 8GANNED BY St. Lucie Countv Project No. 16-133A Report No. 1 cc: Gene Ross Elliott Merrill Chris Arias Daniello Const. Carl Peterson SLC Bldg Dept File BRYN MAWR CONDOMINIUMS - BLDG. A 5061 NORTH HIGHWAY AIA, FT. PIERCE, FLORIDA THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1606-0042 PROJECT NAME: Bryn Mawr —Bldg. A CLIENT: Elliott Merrill Community Mgt. CONTRACTOR: Daniello & Assoc. INSPECTED BY: Mike Lue WORK INSPECTED: In progress concrete balcony repairs Units 201 & 601 201 NW & NE comer columns DATE: Aug 2, 2016 LOCATION: Ft. Pierce, Florida PROJECT MGR: Chris Arias �,riECEIVE AUG 1 5 RX0 601 NW column Excavation of the concrete columns are in progress. The two vertical bars closest to the door jambs are corroded and require repairs. Further demolition is required to expose and clean and prepare the vertical bars and ties. Removal of the door panels and doorjambs are required. The contractor will try to leave the door tracks in place at all possible. If the door tracks have to be removed or is damaged during the repairs, the door assemblies would require replacement. Temporary weather walls will be required as well as removal of the interior gypsum behind the repair areas. Re -inspection required after all reinforcing have cleaned and coated. Pic 1 Unit 201 NW corner column (north view) M L Engineering, Inc. Consulting Engineers 2030 37 ° Avenue Vero Beach, Florida 32960 phone (772) 569-1257 Fax (772)569-4041 Pic 3 Unit 201 NE Corner column (north view) Pic 4 Unit 601 NW column (north view) Project No. 16-133A Report No. 1 cc: Gene Ross Elliott Merrill Chris Arias Daniello Const. Carl Peterson SLC Bldg Dept File It appears that the water is being trapped between sliding glass doors and the shutter tracks, and this may be contributing to moisture migration to the column at the floor wall intersection. Contractor to provide estimate for change order for additional work for approval. ,S�1nuug8� I . .o NTHONY •00 ai52 q U. LutIT-E. Q: O•� �O,Q•• PLO?