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Home My WebLink AboutMISC LETTERW so 2431 SE Dixie Highway wwill Stuart, FL 34996 Phone: (772) 287-0525 MATHERS ENGINEERING Fax: (772) 220-8686 CORPORATION EB#0004456 Post -Building Permit Addendum Engineer's Feld Observation Report #1 Date: April 30; 2015 SCANNED To: Plan Reviewer By St. Lucie County Building Department St. Lucie County 2300 Virginia Avenue Fort Pierce, FL 34982 Contractor: baniello & Associates, Inc. 2708 N Australian Avenue, Suite 9, West Palm Beach, FL 33407 Referenced Project: Concrete Restoration for Atlantis III by The Sea Condominium Located at 10200 S. Ocean drive, Jensen Beach, FL 34957 Permit No. 1312-0243 Mathers Engineering Corporation visited the job site and made the following observations of the ongoing concrete restoration and repairs of exterior balconies: Site Observations from-4/7/15 thrn 4/29/15: Units 202 — 702- The only repairs made on these units were to caulk existing cracks along the balcony edges. • Units 203 — 703: The only repairs made on these units were to caulk existing cracks along the balcony edges. Unit 705: Site observations were made progressively during the repair phase. A complete full depth 12" edge repair was done for the entire width of the balcony. Steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were doweled and expoxied into existing concrete. Repair was subsequently waterproofed. Concrete restoration work on this unit is completed. Units 205 — 605: The only repairs made on these units were to caulk existing cracks along the balcony edges. Units 206 — 606: The only repairs made on these units were to caulk existing cracks along the balcony edges. • Units 207 — 607: The only repairs made on these units were to caulk existing cracks along the balcony edges. N MATHERS ENGINEERING CORPORATION 2431 SE Dixie Highway Stuart, FL 34996 Phone: (772) 287-0525 Fax: (772) 220-8686 EB#0004456 Unit 706/707: Site observations were made progressively during the repair phase. The repairs included a vertical column repair lying on the common wall between the two units. Steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were doweled and expoxied into existing concrete. Concrete restoration work on this column is completed. Units 208 — 608: The only repairs made on these units were to caulk existing cracks along the balcony edges. • Unit 708: Site observations were made progressively during the repair phase. A complete full depth 13" edge repair was done for the entire width of the balcony. Steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were doweled and expoxied into existing concrete. Repair was subsequently waterproofed. Concrete restoration work on this unit is completed. Unit 410: Site observations were made progressively during the repair phase. The only repairs were a small edge repair at a guard rail post. Concrete restoration on this unit is completed. Unit 509: Site observations were made progressively during the repair phase. The repairs included a partial depth repair near the sliding glass doors. Repair was subsequently waterproofed. Concrete restoration work on this unit is completed. • Unit 607: Site observations are ongoing. The balcony edge is undergoing a repair. Concrete restoration work on this unit is not completed. Limitations: Our professional services have been performed, our findings obtained and our opinions prepared in accordance with general accepted engineering principles and practices. This company is not responsible for the conclusions, opinions or recommendations made by others based on our findings. 2 h 2431 SE Dixie Highway �-� Stuart, FL34996 Phone: (772) 287-0525 MATHERS ENGINEERING Fax: (772) 220-8686 CORPORATION EB#0004456 Post -Building Permit Addendum Engineer's Field Observation Report #1 Date: March 27, 2014 To: Plan Reviewer St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Contractor: Daniello & Associates, Inc. 2708 N Australian Avenue, Suite 9, West Palm Beach, FL 33407 Referenced Project: Concrete Restoration for Atlantis III by The Sea Condominium Located at 10200 S. Ocean drive, Jensen Beach, FL 34957 Permit No. 1312-0243 Mathers Engineering Corporation visited the job site for the following observations of the ongoing concrete restoration and repairs of exterior balconies: Site Observations: Unit 505: Site observations indicated cracking along the balcony edge. Contractor was instructed to chip out area for inspection. A complete full depth 12-inch edge repair was made for the entire el. Steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were doweled and expoxied into the existing slab. Concrete repair was made using.5,000 psi concrete bag mix. Repair area was subsequently waterproofed. Existing guardrails were removed and new guard rails will be installed by a separate railing company under separate permit. Unit 507: Site observations indicated areas of balcony deck near living room sliding glass doors that were cracking. Contractor was instructed to chip out area for inspection. Partial depth repairs were made. Steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were doweled and expoxied into the existing slab. Concrete repair was made using 5,000 psi concrete bag mix. Repair area was subsequently waterproofed. Existing guardrails were removed and new guard rails will be installed by a separate railing company under separate permit. MATHERS ENGINEERING CORPORATION 2431 SE Dixie Highway Stuart, FL 34996 Phone: (772) 287-0525 Fax: (772) 220-8686 EB#0004456 Unit 602: Site observations indicated areas of balcony deck near living room and bedroom sliding,glass doors that were cracking. Contractor was instructed to chip out area for inspection. Partial depth repairs were made. Steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were doweled and expoxied into the existing slab. Concrete repair was made using 5,000 psi concrete bag mix. Repair area was subsequently waterproofed. Existing guardrails were removed and new guard rails will be installed'by a separate railing company under separate permit. Unit 609: Site observations indicated areas of balcony deck near the bedroom sliding glass doors were cracking. In addition, cracking was observed along the balcony edge. Contractor was instructed to chip out near the sliding glass doors and to chip off the balcony edge for inspection. A complete full depth 6-inch repair was made, and apartial depth 6-inch repair behind the full depth repair was made for the full length of the edge. Partial depth repairs were made by the bedroom sliding glass doors. Steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were doweled and expoxied into the existing slab. Concrete repair was made using 5,000 psi concrete bag mix. Repair area was subsequently waterproofed. Existing guardrails were removed and new guard rails will be installed by a separate railing company under separate permit. • Units 201 thru 701: (Stack at the North end of the building) Site observations indicated cracking along all balcony edges. Contractor was instructed to start chipping away at the edge until good rebar was found. The same instructions were given for Unit 401. After extensive test chipping, it was determined that Unit 201 and 401 needed "complete removal. Based on these observations and with Association approval, it may determined that Units 201 thru 701 will have full deck replacement, unless it is determined during demolition that the existing condition of the steel reinforcement will allow for deck repairs. Limitations: Our professional services have been performed, our findings obtained and our opinions prepared in accordance with general accepted engineering principles and practices. This company is not responsible for the conclusions, opinions or recommendations made by others based on our N2431 SE Dixie Highway IV Iwo Stuart, FL 34996 Phone: (772) 287-0525 MATHERS ENGINEERING Fax: (772) 220-8686 CORPORATION EB#0004456 Post -Building Addendum Engineer's Field Observation Report #3Addendum Engineer's Field Observation Report #3 Date: June 23, 2014 To: Plan Reviewer St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Contractor: Daniello & Associates, Inc. 2708 N Australian Avenue, Suite 9, West Palm Beach, FL 33407 Referenced Project: Concrete Restoration for Atlantis III by The Sea Condominium Located at 10200 S. Ocean drive, Jensen Beach, FL 34957 Permit No. 1312-0243 Mathers Engineering Corporation visited the job site for the following observations of the ongoing concrete restoration and repairs of exterior balconies: Site Observations thru June 20, 2014: Unit 101: Column Repairs at various locations on either side of the Sliding Glass Door openings were made where needed. At these locations partial depth chipping was performed, existing steel reinforcement was inspected, cleaned and coated, and where .necessary, new rebars were added. Also anodes were installed at strategic locations. Columns were repoured using 5,000 psi concrete. Guardrails have not yet been installed. Unit 201: Column Repairs at various locations on either side of the Sliding Glass Door openings were made where needed. At these locations partial depth chipping was performed, existing steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were added. Also anodes were installed at strategic locations. Columns were repoured using 5,000 psi concrete. Guardrails have not yet been installed. Unit 301: Column Repairs at various locations on either side of the Sliding Glass Door openings were made where needed. At these locations partial depth chipping was. performed, existing steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were added. Also anodes were installed at strategic locations. Columns were repoured using 5,000 psi concrete. Guardrails have not yet been installed. N2431 SE Dixie Highway Stuart, FL 34996 Phone: (772) 287-0525 MATHERS ENGINEERING Fax: (772) 220-8686 CORPORATION EB#0004456 • Unit 401: Column Repairs at various locations on either side of the Sliding Glass Door openings were made where needed. At these locations partial depth chipping was performed, existing steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were added. Also anodes were installed at strategic locations. Columns were repoured using 5,000 psi concrete. Guardrails have not yet been installed. • Unit 501: Column Repairs at various locations on either side of the Sliding Glass Door openings were made where needed. At these locations partial depth chipping was performed, existing steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were added. Also anodes were installed at strategic locations. Columns were repoured using 5,000 psi concrete. Guardrails have not yet been installed. Unit 601: Column Repairs at various locations on either side of the Sliding Glass Door openings were made where needed. At these locations partial depth chipping was performed, existing steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were added. Also anodes were installed at strategic locations. Columns were repoured using 5,000 psi concrete. The newly poured concrete deck has now been waterproofed. In addition, the sliding glass doors have been reinstalled. Guardrails have not yet been installed. Unit 701: Column Repairs at various locations on either side of the Sliding Glass Door openings were made where needed. At these locations partial depth chipping was performed, existing steel reinforcement was inspected, cleaned and coated, and where necessary, new rebars were added. Also anodes were installed at strategic locations. Columns were repoured using 5,000 psi concrete. The newly poured concrete deck has now been waterproofed. In addition, the sliding glass doors have been reinstalled. Guardrails have not yet been installed. Limitations: Our professional services have been performed, our findings obtained and our opinions prepared in accordance with general accepted engineering principles and practices. This company is not responsible for the conclusions, opinions or recommendations made by others based on our indnjjiA,11!1l f- �� l �6t� IZ V 4 .I/f.I fi) t 4111 Y4d� 2 MATHERS ENGINEERING CORPORATION FINAL CLOSE-OUT ON RESTORATION WORK Date: November 01, 2018 To: Mr. Joe Cicio, Plan Reviewer St. Lucie.County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Contractor: Daniello &Associates, Inc. 2708 N. Australian Avenue, Suite 9 West Palm Beach, FL 33407 2431 SE Dixie Highway Stuart, FL 34996 Phone: (772) 287-0526 EB#004456 SC qN st <p�/ec Un0 ty Referenced -Project: Concrete Railing Replacement and Concrete Restoration for Units 602, 702, 101, 201, 301, 401, 501, 701 and column repair in front of Unit 605 on catwalk for Atlantis III by The Sea Condominium Located at 10200 S. Ocean drive, Jensen Beach, FL 34957 The completed concrete restoration did not reduce the structural integrity of the remaining existing structural systems and, therefore, a requirement to upgrade them by this permit was not warranted. Existing building's components and elements outside the renovation area of this permit do not have their current wind load resistant capacity or gravity load capacity compromised by the completed concrete restoration. Mathers Engineering Corporation performed onsite inspections and reports to the building department as the job progressed. Repairs required minor shoring. Work such as concrete repair and addition of steel reinforcement was inspected. The enclosed Record Drawings (Sheets 1, 2 and 3) show the areas of restoration and repair, and are made part of this final close-out document approval. At the time the work was completed, Unit 201 had a full depth repair and the work has been completed. The unit owner has failed to install new shutters. The Association has mandated that the owner of Unit 201 board up the balcony deck during the entire hurricane season until they install new shutters. Materials used an work performed to date has been substantially completed in conformance with the specifications outlined in the IRCI Guideline No. 03730, as well as the applicable 2010 Florida Building Codes and updates, other industry guidelines, or standard engineering practices. Approv William J. Mathers, PE Florida License #19658 Special Inspector FL License — STATE OF (X� 11OR%10,, __ i/ONAt-0�� WSCANNED • WN BY MATHERS ENGINEERING St. Lucie County CORPORATION FINAL CLOSE-OUT ON RESTORATION WORK Date: November 01, 2018 To: Mr. Joe Cicio, Plan Reviewer St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Contractor: Daniello &Associates, Inc. 2708 N. Australian Avenue, Suite 9 West Palm Beach, FL 33407 2431 SE Dixie Highway Stuart, FL 34996 Phone: (772) 287-0525 EB#004456 RFCF�FD NOp 09zole Pe !,ItrIn to a Coin ®nt Referenced Project: Concrete Railing Replacement and Concrete Restoration for Units 602, 702, 101, 201, 301, 401, 501, 701 and column repair in front of Unit 605 on catwalk for Atlantis III by The Sea Condominium Located at 10200 S. Ocean drive, Jensen Beach, FL 34957 The completed concrete restoration did not reduce the structural integrity of the remaining existing structural systems and, therefore, a requirement to upgrade them by this permit was not warranted. Existing building's components and elements outside the renovation area of this permit do not have their current wind load resistant capacity or gravity load capacity compromised by the completed concrete restoration. Mathers Engineering Corporation performed onsite inspections and reports to the building department as the job progressed. Repairs required minor shoring. Work such as concrete repair and addition of steel reinforcement was inspected. The enclosed Record Drawings (Sheets 1, 2 and 3) show the areas of restoration and repair, and are made part of this final close-out document approval. At the time the work was completed, Unit 201 had a full depth repair and the work has been completed. The unit owner has failed to install new shutters. The Association has mandated that the owner of Unit 201 board up the balcony deck during the entire hurricane season until they install new shutters. Materials used an work performed to date has been substantially completed in conformance with the specifications outlined in the IRCI Guideline No. 03730, as well as the applicable 2010 Florida Building Codes and updates, other industry guidelines, or standard engineering practices. Approved, \\\\�\PM .MA�z \��) • GENSF ytcfj SCANNED 3: PE 1 9658 '•N BY = St. Lucie County STATE OF ,��` !r William J. athers, PE ii0%..tOR%V ,-'gF NN Florida License # 19658 Z// ONA1-��\�� Special Inspector FL License #SI-/`rS�!W111111110 OWN MATHERS ENGINEERING CORPORATION November 28, 2018 N Mr. William E. Durden, Plans Examiner St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 N 2431 SE Dixie Highway Stuart, FL 34996 Phone: (772) 287-0525 EB#004456 Referenced Project: Concrete Restoration for Units 602, 702, 101, 201, 301, 401, 501, 701 and column repair in front of Unit 605 on catwalk. For Atlantis III by The Sea Condominium Located at 10200 S. Ocean drive, Jensen Beach, FL 34957 Permit No: 1811-0187 Dear Mr. Durden: This responds to your comments dated 11/16/2018 for the after the fact permit for those units separated out from the original permit #1312-0243. As requested, I have enclosed copies of our original signed and sealed threshold reports for concrete restoration made to the units referenced above. These original signed and sealed reports were filed timely under the prior concrete restoration permit 41312-0243 as the work was being completed. Accordingly, we are providing the Building Department with copies of our original threshold reports so that they may be filed under this new after the fact permit. \\\\\\\\\ I I I I I Iq �, Approved, F ENS ytc .�� PE 19 58 N * ' SpTATE OF ; William J. Mathers, PE ^Y SS/ONAI.�G�� Florida License #19658 �,///11 1111110 Special Inspector FL License #SI-55 MATHERS ENGINEERING CORPORATION FINAL CLOSE-OUT ON RESTORATION WORK Date: November 01, 2018 To: Mr. Joe Cicio, Plan Reviewer St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Contractor: Daniello &Associates, Inc. 2708 N. Australian Avenue, Suite 9 West Palm Beach, FL 33407 2431 SE Dixie Highway Stuart, FL 34996 Phone: (772) 287-0525 E RECEIVED B#004456 Nov a 9 pole Permauna t) ®rtment St, Lucl® roNIT6y c e y St uNFO County Referenced Project: Concrete Railing Replacement and Concrete Restoration for Units 602, 702, 101, 201, 301, 401, 501, 701 and column repair in front of Unit 605 on catwalk for Atlantis III by The Sea Condominium Located at 10200 S. Ocean drive, Jensen Beach, FL 34957 The completed concrete restoration did not reduce the structural integrity of the remaining existing structural systems and, therefore, a requirement to upgrade them by this permit was not warranted. Existing building's components and elements outside the renovation area of this permit do not have their current wind load resistant capacity or gravity load capacity compromised by the completed concrete restoration. Mathers Engineering Corporation performed onsite inspections and reports to the building department as the job progressed. Repairs required minor shoring. Work such as concrete repair and addition of steel reinforcement was inspected. The enclosed Record Drawings (Sheets 1, 2 and 3) show the areas of restoration and repair, and are made part of this final close-out document approval. At the time the work was completed, Unit 201 had a full depth repair and the work has been completed. The unit owner has failed to install new shutters. The Association has mandated that the owner of Unit 201 board up the balcony deck during the entire hurricane season until they install new shutters. Materials used an work performed to date has been substantially completed in conformance with the specifications outlined in the IRCI Guideline No. 03730, as well as the applicable 2010 Florida Building Codes and updates, other industry guidelines, or standard engineering practices. Approved, \�x\%IIIIII///�/� PP \��\\ 1MJ. MAry �vV.•�\GENs" F,pN i 19658 L/MATE OF ; tr '1 �4 William J. Mathers, PE �i/Oc� PC0RIOP•G�� Florida License #19658 //// ss/0-NA1-Ea Special Inspector FL License #Sf4s' l I I I I 11l K,