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HomeMy WebLinkAboutTHRESHOLD INSPECTIONSM L Engineering Inc. Project No.16-175C Report No. 2 Consulting Engineers Client: Mr. Gene Ross — Elliott Merrill Community Mgmt. Threshold Inspector Building Official: Mr. Gary Stepalavich — SLC Bldg. Dept. 2030 37u Avenue Contractor: Mr. Bob Stark— Structure -Con Vero Beach, Florida 32960 Mr. Khris McConnell — Structure -Con Phone: (772) 569-1257 File Fax: (772) 5694041 www. mleneineerineinc.com THRESHOLD INSPECTION REPORT OCEAN HARBOR SOUTH CONDOMINIUMS — BALCONY REPAIRS UNIT 1009 4200 NORTH HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1808-0056 PROJECT NAME: Ocean Harbor S. Condos —Unit 1009 DATE: October 1, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: SCANNED B - South Building, Unit 1009 BY OBSERVATIONS: St. L.UCIe County Repairs in progress. • The 12 PT cables have been installed along the east balcony edge. • There are 3 PT cables running in the east to west direction that still require splicing after the slab edge is poured. • All reinforcing at the repaired slab edges have been cleaned and coated with corrosion inhibitor. • A surface spall was found located in front of the east sliding glass door which requires repair. RECOMMENDATIONS: Repair as per plans. • Shore the balcony slab at floors 7, 8 & 9. • Pour the slab edge with Emaco 1061 as per specs. • Splice the remaining cables after the slab edge is poured. • After all of the concrete repairs are complete, the eastern portion of the balcony slab from the exterior wall east will require waterproofing with a urethane deck coating to match the existing remaining area. Page 1 of 2 I M M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 w .mleneineerineinc.com Project No. 16-175C Report No. 2 Client: Mr. Gene Ross — Elliott Merrill Community Mgmt. Building Official: Mr. Gary Stepalavich — SLC Bldg. Dept. Contractor: Mr. Bob Stark — Structure -Con Mr. Khris McConnell — Structure -Con File M Q } 9 9P�1F0 Pic 1: Unit 1009 Slab edge showing new PT cables and repaired reinforcing bars ready for concrete placement. Pic 2: Unit 1009 Splice opening in slab where PT cables will be spliced as well a surface spall repair in progress. Page 2 of 2 M L Engineering Project No. 16-175C Report No.1 Consulting Engineers Client: Mr. Gene Ross — Elliott Merrill Community Mgmt. Threshold Inspector Building Official: Mr. Gary Stepalavich— SLC Bldg. Dept. 2030 37 Avenue Contractor: Mr. Bob Stark— Structure -Con Vero Beach, Florida 32960 Mr. Khris McConnell — Structure -Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mleneineerineinc.com THRESHOLD INSPECTION REPORT OCEAN HARBOR SOUTH CONDOMINIUMS — BALCONY REPAIRS UNIT 1009 4200 NORTH HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1808-0056 PROJECT NAME: Ocean Harbor S. Condos —Unit 1009 DATE: August 23, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Luc WEATHER: Sunnv WORK INSPECTED: Building B - South Building, Unit 1009 OBSERVATIONS: Demolition in progress. • Uncovered the corroded reinforcing and PT anchors at the underside of the balcony slabs and slab edges. The entire east slab edge will require repair. • There are approximately 12 PT anchors that will be affected and repairs will require them to be cloaked off, spliced and re -tensioned. RECOMMENDATIONS: Repair as per plans. • Shore balcony slab at floors 7, 8, & 9. • Notify the unit owners and secure the sliding glass doors to prohibit access to balconies 9 and 10 until repairs are completed. • Coordinate with PT specialist to locate and lock off affected PT cables so the concrete repairs can be completed. J' t'i LM Y 'O .,�t`� '• � �i a2 � ..sic v Page 1 of 2 M L Engineering In-: Consulting Engineers Threshold Inspector 2030 37th Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlengineeringinc.com Project No. 16-175C , Report No.1 Client: Mr. Gene Ross —Elliott Merrill Community Mgmt. Building Official: Mr. Gary Stepalavich — SLC Bldg. Dept. Contractor: Mr. Bob Stark —Structure -Con Mr. Khris McConnell — Structure -Con File Pic 1: Unit 1009 Slab edge showing corroded PT anchors and reinforcing. Pic 2: Unit 1009 Corroded bar at underside of slab. Page 2 of 2 �f L _ M L Engineering Inc. Project No.16-175C aeport O - Consulting Engineers Client: Mr. Gene Ross — Elliott Merrill Community Mgmt. Threshold Inspector Building Official: - SLC Bldg. Dept. 2030 37' Avenue Contractor: Mr. Bob Stark— Structure -Con Vero Beach, Florida 32960 Mr. Khris McConnell— Structure -Con Phone: (772) 569-1257 File Fax: (772) 5694041 www.mlene i ncerineine. com THRESHOLD INSPECTION REPORT OCEAN HARBOR SOUTH CONDOMINIUMS — BALCONY REPAIRS UNIT 1009 4200 NORTH HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1808-0056 PROJECT NAME: Ocean Harbor S. Condos — Unit 1009 DATE: ct CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Building B - South Building, Unit 1009 —Final inspection OBSERVATIONS: All repairs have been competed in substantial compliance with the design and permitted plans. • The deck coating and stucco repairs are complete. • The guard rails have been re -anchored with new stainless steel bolts'and caps where the edge was repaired. • The shutters and tracks have been re -installed. if5gyp_ •�°vv Y Pic 1: Unit 1009, Completed repaired balcony floor slab. Page 1 of 1 M L Engineering Inc. Project No. 16-175C Report No. 2 Consulting Engineers Client: Mr. Gene Ross — Elliott Merrill Community Mgmt. Threshold Inspector Building Official: Mr. Gary Stepalavich — SLC Bldg. Dept. 2030 3711 Avenue Contractor: Mr. Bob Stark — Structure -Con Vero Beach, Florida 32960 Mr. Khris McConnell — Structure -Con Phone: (772) 569-1257 File Fax: (772)569-4041 w .mlenaineeringinc.com THRESHOLD INSPECTION REPORT OCEAN HARBOR SOUTH CONDOMINIUMS — BALCONY REPAIRS UNIT 1009 4200 NORTH HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 1808-0056 PROJECT NAME: Ocean Harbor S. Condos — Unit 1009 DATE: October 1, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Building B - South Building, Unit 1009 OBSERVATIONS: Repairs in progress. • The 12 PT cables have been installed along the east balcony edge. • There are 3 PT cables running in the east to west direction that still require splicing after the slab edge is poured. • All reinforcing at the repaired slab edges have been cleaned and coated with corrosion inhibitor. • A surface spall was found located in front of the east sliding glass door which requires repair. RECOMMENDATIONS: Repair as per plans. • Shore the balcony slab at floors 7, 8 & 9. • Pour the slab edge with Emaco 1061 as per specs. • Splice the remaining cables after the slab edge is poured. • After all of the concrete repairs are complete, the eastern portion of the balcony slab from the exterior wall east will require waterproofing with a urethane deck coating to match the existing remaining area. 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.mlengineeringinc.com Project No. 16-175C Client: Mr. Building Official: Contractor: File Pic 1: Unit 1009 Report No. 2 Gene Ross — Elliott Merrill Community Mgmt. Mr. Gary Stepalavich — SLC Bldg. Dept. Mr. Bob Stark —Structure -Con Mr. Khris McConnell — Structure -Con Slab edge showing new PT cables and repaired reinforcing bars ready for concrete placement. Pic 2: Unit 1009 Splice opening in slab where PT cables will be spliced as well a surface spall repair in progress. Page 2 of 2 M L Engineering Inc. ° Project No. 16-175C Report No. 1 Consulting Engineers Client: Mr. Gene Ross — Elliott Merrill Community Mgmt. Threshold Inspector Building Official: Mr. Gary Stepalavich— SLC Bldg. Dept. 2030 37' Avenue Contractor: Mr. Bob Stark —Structure -Con Vero Beach, Florida 32960 Mr. Khris McConnell— Structure -Con Phone: (772) 569-1257 File Fax: (772)569-4041 w .mleneineerineinc.com THRESHOLD INSPECTION REPORT OCEAN HARBOR SOUTH CONDOMINIUMS — BALCONY REPAIRS UNIT 1009 4200 NORTH HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: I808-0056 PROJECT NAME: Ocean Harbor S. Condos — Unit 1009 DATE: August 23, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Building B - South Building, Unit 1009 OBSERVATIONS: Demolition in progress. Uncovered the corroded reinforcing and PT anchors at the underside of the balcony slabs and slab edges. The entire east slab edge will require repair. There are approximately 12 PT anchors that will be affected and repairs will require them to be cloaked off, spliced and re -tensioned. RECOMMENDATIONS: Repair as per plans. • Shore balcony slab at floors 7, 8, & 9. • Notify the unit owners and secure the sliding glass doors to prohibit access to balconies 9 and 10 until repairs are completed. • Coordinate with PT specialist to locate and lock off affected PT cables so the concrete repairs can be completed. Page 1 of 2 i M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37" Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlengineeringinc.com Project No. 16-175C ' = . Report No. 1 Client: Mr. Gene Ross — Elliott Merrill Community Mgmt. Building Official: Mr. Gary Stepalavich —SLC Bldg. Dept. Contractor: Mr. Bob Stark— Structure -Con Mr. Khris McConnell — Structure -Con File Pic 1: Unit 1009 Slab edge showing corroded PT anchors and reinforcing. Pic 2: Unit 1009 Corroded bar at underside of slab. Page 2 of 2 M L Engineering Inc. 2030 37" Ave Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 Threshold InspecLionsAU 0 9 ?n9g Speciallnspection 'F���L COP sucie County, Permitting June 12, 2018 Project: Ocean Harbor South Condo — Concrete Balcony Repair 4200 North Highway AlA Building B (South Building) Unit 1009 Ft. Pierce, Florida 34949 Owner's Representative Structural Engineer of Record Elliott Merrill Community Management Mr. Gene Ross 835 20a' Place Vero Beach, Florida 32960 M L Engineering, Inc 2030 37 ° Ave Vero Beach, Florida 32960 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. Mtbael A. Lue, F.E. Florida P.E. No. 47520 Special Inspector No. 1061 M L Engineering, Inc. 2030 37th Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) Special Inspection Plan Ocean Harbor South Condominiums Ft Pie cehFlor Florida 349�4gnit 1009 RLHwy. AlA� COPY 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. S. 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, Inc. 2030 37`h Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) 2 Special Inspection Plan Ocean Harbor South Condominiums 4200 North Hwy. A1A, Unit 1009 Ft. Pierce, Florida 34949 Schedule of Special Inspection Services Scope of work 1. Repair of balcony slab edge 2. Repair of concrete slab, full depth 3. Repair of guardrail post base attachments 4. Repair of post tension cables �s ■ 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 mix designs Continuous observation of concrete placement for repair areas in accordance with the contract documents. M L Engineering, Inc. 2030 37`h Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) 3 SUMMARY OF ESTIMATED QUANTITIES ITEM LEGEND REPAIR OUANTITIES UNIT PRICE AMOUNT I ® EDGE POUR / RJLL DEPTH REPAIRS & s 3a sect /OU. Fr. s' 6ao.�o , 2 5URFACE SPALL NOW $ /50. FT. $ 3 GOLUMN SPALL NONE $ /C.FT. $ 4 GEILIN6 SPALLS 24 s 11O,OJ /50. FT. s gloj.00 5 ❑ GORE RAILING P05T POCKET REPAIR 10 $ 7SD8 EA. 4 %0.9D . & TEMP. WFATF®Z BARRIERS O' HIGH x 10' WIDE) NONE $ EA. $ T P/T GABLE LOCK OFF/ DE STREW RE-STRE55 15 $ EA $ Ill map, pb & REMOVE d REINSTALL 6UARDRAIL POSTS NU NEW PRO-TECT 53 $ /LN K. sFASTENERS q REMOVE 6 REINSTALL HIRRIGANE SR TER it TR4GK W/ NEW SHIMS 53 3 '�© W /LIN FT. s .A,, fgD�Jd 10 DECORATIVE TOPPING, WATERPROOFIN6 3 SEALANT 0 REPAIRS 25 s II MEW STUGGO 0 REPAIR AREAS 10 3 f�!j� /50. FT. s r1, t 12 REMOVE 6 REINSTALL SLIDING 6LA55 DOORS W H16H x &'WIDE) NONE $ EA. 4 13 REMOVE d REPLACE ALUM SGREEN ENGLOSIAZE W HIPW NONE $ /LIN. FT. 8 14 MOBILIZATION I $ &-'0. f)p EA. TOTAL PRIM. 3 MLE COPY ilaOMELA LUE, P.E. FLORIOAM /47520 M. ENGINEERING. INC.' JOB NMIE: OCEAN HARBOR SOUTH SOUTH BLDG. BLDG B, UNIT 1009 aE DA E: 6/7 2/7 8 This drawing and design as shown Is the Property of ML Engineering. Inc. or any content me,em, of this icv,ing OranyconRepioducttentfWoelh. fiNsdramei sent or permission of this company `cttoI JOB NO. 76-L75C Consulting Structural Engineer' BY: TR CHECIQD BY, ML 203037ih AV¢DU¢RAWN Vero Beach, Florida 32950 4200 N. HWY AlAIA FT. PIERCE, FL Them a1 dmm'e � 9ato2�, ,m : SUMMARY OF QUANTITIES SHEET NO: S-2 9 or 3 shin Phone: 772.569.7257 Fa,;nx.se9.mut by ML Enginaering. Inc. POST FUAIR BW AW►L RAINS 5LDM TRAM • SLAD E IM i23_2• SCALE: I/8° = I'-0° LESS REPAIR QUANTITIES TOTAL EIALGONY AREA 2715 SQ. FT. ® EDGE POUR / FULL DEPTH REPAIR 8 CU. FT. SURFAGE SPALL NONE 50.FT. COLUMN SPALL NOW GU. FT. GEILIN& SPALLS 24 50. FT. GORE RAILING P05T POGKET REPAIR 10 EA 2 FA. FT. ( jr IT IN M SLAB, TYP FIELD NOTES: I. EXISTING HIRRIGANE %UTTERS TO BE REMOVED AND RE -INSTALLED AFTER REPAIRS JOB NM1F: ENGINEERING, INC', OCEAN HARBOR SOUTH _ ':consulting Structural Engineer SOUTH BLDG. BLDG B, UNIT 1009 203037th Avenue 4200 N. HWY AIA FT. PIERCE, FL Vem Beach, FIo6Ca 32960 Ree:nzsa9.12s7 Faan2.u9.m141. ^ INSPECTION SURVEY ' MIONAELA F.E. ' ROPoDARFG. #47020 01JE oAllb 6112/18 ibis tleawing and design as shown Is JOB NEE the properly of to use of INNag, Inc: -175CRepratluetion pedyofMLE gineerng.In .orany content therein, without express OHECID:D BYo ML �`:chonronea mw con:titW an l�an9ney } ment. and may be subject to legni action B.EETNO: S_3 aF a SHEET " M L Englneering. Inc.