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Home My WebLink AboutTHESHOLD INSPECTIONSThreshold Inspections Special Inspection Plan May 4, 2018 Proj ect: Owner's Representative Structural Engineer of Record SCANNED BY St. Lucie County Bryn Mawr —Bldg. A 5061 N. AIA Ft. Pierce, Florida 34949 Elliott Merrill Community Management Gene Ross 835 20' Place Vero Beach, Florida 32960 M L Engineering, Inc 2030 37 h Ave Vero Beach, Florida 32960 M L Engineering Inc. 2030 37c Ave Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 This Statement of Threshold Inspections is submitted as required for permit issuance and in accordance with the requirements of the Florida Building Code (FBC). It includes a schedule of Special Inspection Services applicable to this project as well as the name of the Special Inspector. The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official, Owner, Engineer of Record and. Contractor. All discrepancies shall be brought to the Contractor's attention, and if such discrepancies are not corrected, these discrepancies shall be brought to the attention of the Building Official and Structural Engineer of Record. The Special Inspector shall submit a final report to the Building Official documenting completion of all Special Inspections and corrections of any discrepancies prior to issuance of the Certificate of Occupancy. Special inspections do not relieve the Contractor of his or her responsibilities to carry out quality control inspections and testing. Job site safety means and methods are solely the responsibility of the Contractor. Michael A. Luc, Florida P.E. No. 47520 - Special Inspector No. 1061 M L Engineering, Inc. 2030 37u' Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) Special Inspection Plan Bryn Mawr— Building A 5061 N. Al A Ft. Pierce, Florida 34949 General Notes 1. The purpose of this special Inspection as required by the FBC, is to report and record the repair procedures highlighting those that are not in compliance with the Contract Documents. 2. The Special Inspector shall meet the requirements of the Board of Building Codes and Standards. The special inspector shall be qualified as a building inspector under Part XII of Chapter 468, Florida Statutes, or certified as a special inspector under Chapter 471 or 481, Florida Statues 3. The Special Inspector must solely dedicate his time to the Project and shall not be allowed to provide other services or work, such as material or concrete testing on the same project. 4. The Contractor shall cooperate with and assist, however possible the Special Inspector in performing his inspections. The Contractor shall allow the Special Inspector access to the project at all times when work is in progress. The Contractor shall review this plan and coordinate the schedule of work such that a minimum of 24 hours notice is given to the Special Inspector before the work that requires inspection is performed. 5. The Special Inspector shall be responsible to the Owner and Building Department having jurisdiction for the project. 6. The Special Inspector shall perform site visits at regular intervals to ensure that the inspections are being performed by his on -site representative in accordance with the Threshold Plan. 7. The Special Inspector shall cooperate with the Contractor and shall immediately notify the Contractor of all discrepancies and deviations from the Contract Documents, and the Contractor shall immediately maker every effort to rectify said discrepancies or deviations. 8. Upon completion of the structural repairs, a signed and sealed statement by the Special Inspector must be submitted to the building department stating that the portion of the project under his inspection responsibilities and under the Threshold Plan was constructed in substantial conformance with the Contract Documents. 9. This document is in addition to the requirements of the standard building inspections as required by the Florida Building Code and is not meant to specify all inspections required by that Code. M L Engineering, Inch 2030 37u' Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) 2 Special Inspection Plan Bryn Mawr — Building A 5061 N. Al A Ft. Pierce, Florida Schedule of Special Inspection Services Scope of work 1. Repair of concrete spalls at walkways 2. Replace cracked railing posts at common walkways. 3. Repair of deck coating on walkway floors. 4. Repair cracks in top rails at common walkways. 5. Provide expansion joints in top rails at common walkways. Concrete Repairs 1. Verify location and quantity of repairs. 2. Verify reinforcement quantity, sizes, splices, dowels, placement and laps. 3. Verify the use of the correct approved concrete repair products. 4. Observation of concrete placement for repair areas in accordance with the Contract Documents. M L Engineering, Inc. 2030 37a' Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 Ntwv. mlen¢i neerineinc.com Project No. 18-124 A Client: Building Official: Contractor: File Report No. 4 Mr. Gene Ross —Elliott Merrill Mr. Carl Peterson, SLC Bldg. Dept. Mr. Chris Arias, Daniello & Assoc. THRESHOLD INSPECTION REPORT BRYN MAWR CONDOMINIUMS —2018 — BLDG A 5061 NORTH HWY. AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1806-0271 PROJECT NAME: Bryn Mawr Condos 2018 — Bldg A DATE: September 26, 2018 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Daniello & Associates PROJECT MGR: Chris Arias INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Final OBSERVATIONS: All decifiencies from previous report has been corrected. A final certification letter will follow this report. �SI,•1111r1•.,• SCANNED NTHONy '•., BY • sE •.,6` St. Lucie County G Page 1 of 1 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37" Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlengineerineinc.com Project No. 18-124 A Client: Building Official: Contractor: File Report No. 4 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson, SLC Bldg. Dept. Mr. Chris Arias, Danielle, & Assoc. THRESHOLD INSPECTION REPORT BRYN MAWR CONDOMINIUMS — 2018 — BLDG A 5061 NORTH HWY. AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1806-0271 PROJECT NAME: Bryn Mawr Condos 2018 — Bldg A DATE: September 26, 2018 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Daniello & Associates PROJECT MGR: Chris Arias INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Final OBSERVATIONS: All decifiencies from previous report has been corrected. A final certification letter will follow this report. n � h „r Y n`/ •r 7OCT - 5 RECD %8~Jw-� -0 7/ Page 1 of I M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlengineeringinc.com PROJECT NAME: CLIENT: CONTRACTOR: Project No. 18-124 A Client: Building Official: Contractor: File Report No. 3 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson, SLC Bldg. Dept. Mr. Chris Arias, Daniello & Assoc. THRESHOLD INSPECTION REPORT BRYN MAWR CONDOMINIUMS — 2018 — BLDG A 5061 NORTH HWY. AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1806-0271 Bryn Mawr Condos 2018 — Bldg A Elliott Merrill Community Mgt. Daniello & Associates DATE: September 6, 2018 LOCATION: Ft. Pierce, Florida PROJECT MGR: Chris Arias INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Final walkthrough OBSERVATIONS: We performed a final walk through of all repaired areas. All surface spalls included in repair documents have been completed and decorative topping applied to match surrounding areas. The walkway railing posts have been replaced and painted to match. DEFICIENCIES: 1. The crack repairs and new expansion joint in the top rail of the walkways at the 91 floor was not repaired. 'Ibis will be included in the 2019 repair list. 2. Debris along the landscape at the west elevation needs to be cleaned up. 3. Walkway topping needs to be painted to match surrounding areas at the replaced posts. 'P�,j'CHOIVy� SSE• �:. FL 0(� �3SIONP; Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37th Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlenginecringinc.com Project No. 18-124 A Client: Building Official: Contractor: File Report No. 3 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson, SLC Bldg. Dept. Mr. Chris Arias, Daniello & Assoc. Pic 1 West elevation: Debris in landscaping. Pic 2 Railing post replacement: Topping requires painting to match surrounding areas. Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlenginceringinc.com PROJECT NAME: CLIENT: CONTRACTOR: Project No. 18-124 A Client: Building Official: Contractor: File Report No. 2 Mr. Gene Ross —Elliott Merrill Mr. Carl Peterson, SLC Bldg. Dept. Mr. Chris Arias, Daniello & Assoc. THRESHOLD INSPECTION REPORT BRYN MAWR CONDOMINIUMS — 2018 — BLDG A 5061 NORTH HWY. AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1806-0271 Bryn Mawr Condos 2018 — Bldg A Elliott Merrill Community Mgt. Daniello & Associates DATE: July 12, 2018 LOCATION: Ft. Pierce, Florida PROJECT MGR: Chris Arias INSPECTED BY: Mike Luc WEATHER: Sunny WORK INSPECTED: Surface spalls OBSERVATIONS: Demolition has been completed and all loose concrete has been removed at the surface spalls located at the following areas: Unit 102 — Concrete spall approx 8 square feet. During demo and after the screen enclosure was removed, a crack was visible in the concrete column adjacent to the surface spall. The loose concrete was removed and corrosion was found on the vertical reinforcing bars. The bars will require power tool cleaning and coating. The repair shall be formed and poured with Sika 211 SCC Plus. The approx area of column repair is 1.5 cubic feet. • Unit 205 — Concrete spall approx 3 square feet • Unit 305 — Concrete spall approx 4 square feet All reinforcing bars have some surface corrosion and require power tool cleaning and coating with an approved corrosion inhibitor. Reinforcing is in accordance with design documents and is approved for concrete pour. Concrete pour is scheduled for Friday July 13' @ I Iam. FL OR Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37t' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 N w .mleneineerineinc.com Project No. 18-124 A Client: Building Official: Contractor: File Report No. 2 Mr. Gene Ross —Elliott Merrill Mr. Cart Peterson, SLC Bldg. Dept. Mr. Chris Arias, Daniello & Assoc. Pic 1 Unit 102: Exposed reinforcing at surface & column spall. Pic 2 Unit 205: Surface corrosion on reinforcing bars. Unit 305: Surface spall near front door. Page 2 of 2 _1V __ M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mleneineerinainc.com Project No. 18-124 A Client: Building Official: Contractor: File Report No.1 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson, SLC Bldg. Dept. Mr. Chris Arias, Daniello & Assoc. THRESHOLD INSPECTION REPORT BRYN MAWR CONDOMINIUMS — 2018 — BLDG A 5061 NORTH HWY. AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1806-0271 PROJECT NAME: Bryn Mawr Condos 2018 — Bldg A DATE: July 5, 2018 CLIENT: Elliott Merrill Community Mgt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Daniello & Associates PROJECT MGR: Chris Arias INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Surface spalls & loose decorative topping. OBSERVATIONS: Demolition has been completed and all loose concrete has been removed at the spalls located at the following areas: Unit 405 — Concrete spall approx 2 square feet Unit 605 —Concrete spall approx 6.5 square feet Unit 702 — 2 spalls were located at the door and window (11.5 square feet) Unit 703 —No spall was found, only loose topping (12 square feet) Unit 801— Loose concrete was removed at spall. Reinforcing bars have minimual clearance to the top of slab. Wire ties shall be added to hold the top bars down from the top of slab (11 square feet) Unit 903 —No spall was found, only loose topping (I I square feet of repair) All reinforcing bars have some surface corrosion and require power tool cleaning and coating with an approved corrosion inhibition. Reinforcing is in accordance with design documents and is approved for concrete pour. Concrete pour is scheduled for Friday July 61 @ 9am. ''10iHON'` ,aW S F ' FLo?'.. �.ceint�lP�_ Page 1 of 2 T M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlengineeringincxom Project No. 18-124 A Client: Building Official: Contractor: File Report No. 1 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson, SLC Bldg. Dept. Mr. Chris Arias, Daniello & Assoc. Unit 605 Exposed reinforcing at surface spall Pic 2 Surface corrosion on reinforcing bars Pic Unit 702: Large surface spall @ front door Page 2 of 2